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HomeMy WebLinkAbout(6) DRAWING_9THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:DATE STAMP: PAUL BONNETTE NO. 16372 SAN DIEGO SALT LAKE CITY LOS ANGELES LAS VEGAS HOUSTON HOBOKEN DENVER DALLAS BOCA RATON AUSTIN ATLANTA ALEXANDRIA Project State Registration #: 2024004042 SHEET NUMBER SHEET TITLE REGISTRATION DRAWING HISTORY PROJECT NUMBER ARCHITECTURE ENGINEERING INTERIORS PLANNING C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/29/2023 2:47:09 PMG0.00 COVER SHEET Copyright © 2023 1005964.00 PORT ARTHUR 10/27/2023 ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 100% CONSTRUCTION DOCUMENTS ISSUE FOR BIDDING AND PERMITTING ARCHITECT PGAL, Inc. 3131 Briarpark Dr, Suite 200 F) (713) 968-9333 Houston, Tx, 77042 T) (713) 622-1444 STRUCTURAL ENGINEER Dally + Associates, Inc. 9800 Richmond Ave, Suite 460 Houston, Tx, 77042 T) (713) 337-8881 MEP ENGINEER, TECHNOLOGY, SECURITY, AND AUDIO/ VISUAL DBR Engineering Consultants, Inc. 9990 Richmond Ave, Ste 300 F) (713) 914-0886 Houston, Tx, 77042 T) (713) 914-0888 LANDSCAPE ARCHITECT M2L Associates Inc. 8955 Katy Freeway, Suite 300 F) (713) 722-8048 Houston, Texas 77024 T) (713) 722-8897 COST ESTIMATOR Halford Busby, LLC 14031 Huffmeister Rd 2nd Floor F) (281) 920-1123 Cypress, TX 77429 T) (281) 920-1100 CIVIL ENGINEER Fittz & Shipman 1405 Cornerstone Ct Beaumont , TX 77706 F) (409) 832-7303 T) (409) 832-7238 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC H I TECT3/9/2022 10/27/2023 ? 78.0 79.0 A230123 132 ROOM SHEET NUMBER DETAIL NUMBER LARGE CALLOUT REFERENCE SMALL CALLOUT REFERENCE SHEET NUMBER CENTER LINE, & SYMBOL BEYOND LINE ABOVE LINE DETAIL NUMBER REFERENCE COLUMN LINE PLAN NORTH NORTH ARROW TRUE NORTH NORTH ARROW WINDOW TAG LOUVER TAG REVISION TAG FINISH KEYNOTES: EXISTING POINT ELEVATION NEW OR FINISH POINT ELEVATION LEVEL POINT BREAK LINE TRANSITION FLOOR FINISH SHEET NUMBER ELEVATION NUMBER BUILDING SECTION REFERENCE PARTITION TYPE (RE: PARTITION SCHEDULE) DOOR NUMBER (RE: DOOR SCHEDULE) LEVEL DATUM POINT EXIT SIGN ROOM NAME CL ? ? ? ? ? ? REFERENCE MATCHLINE SCALE NORTH PLAN NORTHPLAN ? ? ? ? ? ? ? REFERENCE BUILDING SECTION REFERENCE REFERENCE ROOM NUMBER SHEET KEYNOTE ? ? ? FLOOR MATERIALS/FINISHES WALL MATERIALS/FINISHES GLAZING MATERIAL/FINISH SHEET NUMBER ELEVATION NUMBER REFERENCE ? ? ?/? ?? EXTERIOR INTERIOR ALTERNATES: ?/? ALTERNATE: SPECIALTY EQUIPMENT TAG? ? A.F.F. ? ? ? FURNITURE TAG CEILING TYPE CURTAIN PANEL TAG (RE: ROOM FINISH SCHEDULE) CEILING HEIGHT (RE: ROOM FINISH SCHEDULE) ?? ? REFERENCE EXISTING/NEW COLUMN LINE CASEWORK TYPE SIZE (WxH) DIRECTION SYMBOL 0 4'-0" 8'-0"16'-0" ?? ? ? ? ? ? ? ? ALTERNATE: ? / ? ? ? / ? ? VIEW REFERENCE N MATERIAL SYMBOLS - DETAIL MATERIAL SYMBOLS - PLAN PRECAST CONCRETE CAST-IN-PLACE CONCRETE CONCRETE MASONRY UNIT COMPACTED EARTH FILL CONCRETE SAND STEEL OTHER METALS BATT INSULATION RIGID INSULATION GYPSUM BOARD PLASTER ON LATH PLYWOOD MDF BOARD FINISHED WOOD GLASS TILE CARPET ACOUSTICAL TILE CONTINUOUS WOOD BLOCKING WOOD SHIM GRAVEL CONCRETE SAND NEW NON-RATED CONSTRUCTION NEW SMOKE RATED CONSTRUCTION (30 MIN) NEW 1 HR. RATED CONSTRUCTION NEW 2 HR. RATED CONSTRUCTION NEW 3 HR. RATED CONSTRUCTION CONSTRUCTION TYPE SYMBOLS 2' x 4' FLUORESCENT LIGHT FIXTURE BUILDING STANDARD, UNO. 2' x 2' FLUORESCENT LIGHT FIXTURE BUILDING STANDARD, UNO FLUORESCENT STRIP LIGHT TRACK WITH LIGHT FIXTURE 1' x 4' OR 1' x 8' PENDANT FIXTURE T-BAR SUSPENDED CEILING GRID SYSTEM RE: SHEET. A2.1.2 FOR ADDITIONAL INFORMATION. BLDG. STND. SPRINKLER HEAD BLDG. STND. LAY-IN SUPPLY AIR GRILLE BLDG. STND. LAY-IN RETURN AIR GRILLE EF EXHAUST FAN *REFER TO MEP DRAWINGS FOR ADDITIONAL INFO. RECESSED DOWNLIGHT WATERPROOF RECESSED DOWNLIGHT PENDANT LIGHT JUNCTION BOX SURFACE MOUNTED CEILING LIGHT FIXTURE WALL MOUNTED LIGHT WALL SCONCE SURFACE MOUNTED FLUORESCENT LIGHT UNDER CABINET LIGHT TRACK LIGHT CABLE TRACK LIGHT RETURN AIR GRILLE SUPPLY AIR GRILLE WALL EXHAUST GRILLE ELECTRICAL PANEL WALL SUPPLY GRILLE EXHAUST AIR GRILLE ACCESS PANEL WALL WASHERS EXIT LIGHT ALARM SPEAKER SMOKE DETECTOR CONTINUOUS AIR SUPPLY & RETURN SLOT EXIT SIGNAGE WITH DIRECTION ARROW TO EXIT DOOR S SD RCP REFERENCE SYMBOLS RCP REFERENCE SYMBOLS - LIGHTINGPROJECT SYMBOLSPROJECT SYMBOLS MATCHLINE SEE /?? ? ?? ? ?? ALTERNATE: REFERENCE REFERENCE A8.101 10 SIM A7.101 10 SIM A7.101 10 A7.101 10 SIM A7.101 10 SIM 1 1 A C1 XX-1 L1 ABC-1 ABC-1 2 A10 F1 G1 PT-1 F1 F1 B1 - 30 34 24 A7.01 10 A7.01 10 ALTERNATES: 1 / A101 SIM A101 10 1 / A101 SIM 1 / A101 SIM SIM A EXIT RECESSED WALL WASHER LEVEL THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:56:38 PMG0.02 GENERAL PROJECT INFORMATION CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 ABBREVIATIONS Abbrev Description A ABV above ACOUS acoustical ACT acoustical ceiling tile AD area drain ADJ adjustable AFF above finished floor ALT alternate ALUM aluminum APPROX approximate ARCH architect B B.O. bottom of BALC balcony BD board BET between BLDG building BLKG blocking BLW below BM beam BOT bottom BRKT bracket BULKHD bulkhead BUR built up roof C C.G. corner guard CAB cabinet CALK caulking CEM cement CER ceramic CJ control joint CLG ceiling CLOS closet CLR clear CO cased opening COL column CONC concrete CONT continous CPT carpet CT ceramic tile CTR center D DBL double DET detail DIA diameter DIM dimension DN down DR door DS down spout DW dishwasher DWG drawing E E east EA each EIFS exterior insulation & finish system ELEC electric(al) ELEV elevation EMER emergency ENCL enclosure GENERAL PROJECT NOTES NO.DESCRIPTION 1. The Construction Documents are to include AIA document A201"General Conditions of the Contract for Construction". CITY OF PORT ARTHUR shall be designated as "The Owner", PGAL Architects shall be designated as "The Architect". The AIA document shall also include the Agreement, Performance and Payment Bonds, General Conditions, Supplementary Conditions, the Specifications, the Drawings Addendum, and Contract Modifications, Building Rules and Regulations & any other documents required by the Owner. 2. The General Contractor shall be both licensed and bonded in TEXAS and shall provide documents upon request. 3. The Work shall be done in accordance with the rules and regulations of all applicable safety and building codes, and as approved by the Authority Having Jurisdiction. The General Contractor is responsible for securing and paying for all permits required for the Work and for the scheduling of all required inspections during the course of the Work. 4. The General Contractor shall review and verify existing conditions as provided in the Construction Documents. The Contractor shall notify the Architect of all discrepancies, errors, inconsistencies or ambiguities prior to proceeding with the Work. 5. The General Contractor shall be responsible for, and provide protection of, any existing finishes, materials, and equipment to remain. The General Contractor shall repair or replace any damaged finishes, materials, and equipment as a result of the work. All existing finishes to remain shall be cleaned at the completion of construction. The General Contractor shall photograph and document all existing damages, and provide to the Architect, prior to proceeding with the Work. 6. All materials and systems shall be installed per manufacturer's specifications. All construction shall be of industry standard or better. The Architect shall be final judge of quality. 7. Only new materials and equipment of recent manufacture, of standard quality and free from defects, will be permitted in the Work, unless otherwise noted. Rejected materials and equipment shall be removed immediately from the Work and replaced with materials and equipment of the quality specified. Failure to remove rejected materials and equipment shall not relieve the General Contractor from the responsibility for quality of material and equipment used nor from any other obligation imposed by the Contract. 8. Do not scale drawings. Stated & written dimensions govern. The General Contractor shall verify all dimensions in the field and shall be responsible for their accuracy. No extra charge or compensation shall be allowed because of difference between actual dimensions and those indicated on the drawings, unless they contribute to a change in the scope of the Work. Any difference found shall be submitted to the Architect for coordination prior to ordering, manufacturing, or proceeding with the Work. Horizontal dimensions indicated are to/from face of finish, unless noted otherwise. Vertical dimensions are from top of floor slab except where noted to be above finished floor (AFF). Dimensions are not adjustable without approval of Architect unless noted +/-. 9. In the event of conflict between data shown on drawings and data provided in the specification, the specification shall govern. Detail drawings take precedent over drawings of larger scope. The Contractor shall provide written notification to the Architect of any discrepancies, prior to proceeding with the Work. In case of an inconsistency between Drawings and Specifications or within either Document, not clarified by Addendum, the more specific provision shall take precedence. 10. The General Contractor shall verify that no conflicts exist between the locations of existing and proposed new mechanical, electrical, plumbing, data, and sprinkler equipment (including but not limited to structural members, piping, duct work, conduit and sprinklers) and that clearances for installation and maintenance of equipment are provided. Elements in conflict shall be documented and provided to the Architect prior to proceeding with the Work. 11. The General Contractor shall provide the Architect with shop drawings for review and approval, for all, but not limited to, the following: shop-fabricated millwork, carpet layout, flooring, light fixtures, doors, misc. steel, metal fabrication, glass/glazing, sprinkler layouts, hardware. Shop drawings shall be submitted in the form of 3 sets of prints. Shop drawings shall not be reproductions of Contract Documents. Material Submittals (3 samples) shall be provided for wood, fasteners, acrylic, carpet, tile, base, paint, laminate and any other materials indicated in the shop drawing. 12. The General Contractor shall provide the Architect with manufacturer's cut sheets and specifications for all equipment including but not limited to: light fixtures, plumbing equipment, electrical equipment, fans, supplementary heating and cooling elements, all hardware and security equipment. 13. The General Contractor shall not proceed with work for which he expects additional compensation beyond the contract amount with out written authorization from the Architect and Owner. Failure to obtain such authorization shall invalidate a claim for extra compensation. The Contractor shall not proceed with work which, if completed in strict conformance with the Construction Documents, will result in additional work beyond the scope of the Contract without written authorization from the Architect and Owner. Any field conditions that significantly vary from the Contract Documents or will result in additional work, shall be brought to the attention of the Architect prior to proceeding with work. 14. The General Contractor shall include all x-ray and core drill costs. The General Contractor shall review and coordinate the size and location of all slab openings with all related disciplines. The General Contractor shall submit proposed locations of core drilling and slab openings to Architect and Structural Engineer of Record for review and approval prior to proceeding with the Work. 15. Patch, repair, and install all fireproofing as required by Code. Fireproof all new penetrations as required for approval by the Authority Having Jurisdiction. 17. The General Contractor shall continuously check architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowances of any kind will be made for the General Contractor's negligence to foresee means of installing equipment into position. 18. The finished work shall be firm, well-anchored, in true alignment, plumb, level, with smooth, clean, uniform, appearance without waves, distortions, holes, marks, cracks, stains, or discoloration. Jointing shall be close fitting, neat and well scribed. The finished work shall have no exposed unsightly anchors or fasteners and shall not present hazardous, unsafe corners. All work shall have the provision for expansion, contraction and shrinkage as necessary to prevent cracks, buckling, and warping due to temperature and humidity conditions. 19. Attachments, connections or fasteners of any nature are to properly and permanently be secured in conformance with industry best practices. The drawings highlight special conditions only and by no means illustrate every connection. The Contractor is responsible for improving connection accordingly. 20. General Contractor shall waive "Common Practice" and "Common Usage" as construction criteria wherever details and Contract Documents of governing codes, ordinances, etc. require quantity or better quality than common practice or common usage would require. 21. The General Contractor shall submit shop drawings and submittals, and shall order and schedule delivery of materials to avoid delays in construction. If an item is found to be unavailable or to have a long lead time, the General Contractor shall notify Architect immediately with a proposed alternative. 22. The General Contractor shall notify the Owner, the Landlord, and the Architect in writing of any deficiencies in base building work prior to the commencement of the Work. Any unreported deficiencies will become the responsibility of the General Contractor to correct. 23. The General Contractor shall exercise industry best practices for care and caution during the construction of the Work, and shall schedule work to minimize disturbances to occupants, adjacent spaces and/or structures, property, public thoroughfares, etc. The General Contractor shall take precautions and be responsible for the safety of all building occupants during construction procedures. The General Contractor shall be responsible for any costs incurred. 24. All debris shall be removed from the site on a daily basis, or as directed by the Authority Having Jurisdiction. Upon completion of the work, remove all debris from the building created by the work provided under this Contract and leave all areas clean. Trash is not permitted to be burned on site. 25. All abandoned and miscellaneous nails, hangers, staples, wires, conduits and debris shall be removed from exposed areas of the floors, walls, and ceilings. Remove all abandoned pipe sleeves in floor slabs. Patch existing slab as required to maintain UL fire rating of floor slab where pipes and conduits have been removed. 26. Slab penetrations shall be sealed as required to maintain fire rating, using materials and methods approved by the Authority Having Jurisdiction. Expansion material shall be approved by the Architect. 27. The General Contractor shall notify the Architect of any access panels which may be required prior to proceeding with the Work. Contractor shall be responsible for coordinating all trades. Required access panels shall be included in the Contractor's scope of Work. 28. Contractor shall provide the Team with a construction schedule showing the proposed phasing. Long lead items that will affect the Substantial Completion date shall be brought to the Architect's attention immediately. ABBREVIATIONS Abbrev Description EOS edge of slab EQ equal EQUIP equipment ETR existing to remain EW each way EXP. JT. expansion joint EXST existing F F.O. face of FA fire alarm FAP fire annunciator panel FD floor drain FE fire extinguisher FEC fire extinguisher cabinet FG finish group FH fire hydrant FHC fire hose cabinet FIN finish FLR floor FLUOR fluorescent FRT Fire Retardant Treated FT foot or feet FUR furring G GAL gallon GALV galvanized GB grab bar GC general contractor GL glass GND ground GWB gypsum board GYP gypsum H H.W.H. hot water heater HC handicapped HDWD hardwood HDWR hardware HM hollow metal HORIZ horizontal HR hour HT height I IBC International Building Code ID inner diameter INCAN incandescent INSUL insulation INT interior J JAN janitor JST joist JT joint L LAM laminate LAV lavatory LB(S) pounds LDG landing LT light ABBREVIATIONS Abbrev Description M MAX maximum MECH mechanical MEMB membrane MFR manufacturer MIN minimum MISC miscellaneous MO masonry opening MTD mounted MTL metal N N north NIC not in contract NO number NOM nominal NTS not to scale O O.P. overflow pipe OA overall OC on center OD outside diameter OFCI owner furnished contractor installed OFF office OH opposite hand OPG opening OPP opposite P PART partition PEMB pre-engineered metal building PERM perimeter PF projection factor PG paint grade PLAM plastic laminate PLAS plaster PLYWD plywood PR pair PT paint PTD painted R R riser RAD radius RCP reflected ceiling plan RD roof drain RE refer REF refrigerator REINF reinforced REQD required RESIL resilient RM room S RO rough opening RTU root top unit (mech) S south SAFB sound attenuation fiber batt SC scupper SCHED schedule SEAL sealant SECT section ABBREVIATIONS Abbrev Description SF square foot SHGC solar heat gain coefficient SHT sheet SIM similar SPEC specification SQ square SS stainless steel STD standard STL steel STOR storage STRUCT structural SUSP suspended SYM symmetrical T T tread T&G tongue & groove TEL telephone TER terrazzo THK thick THR threshold TO top of TYP typical U UC undercut UNFIN unfinished UNO unless noted otherwise UON unless otherwise noted UTIL utility V VCT vinyl composition tile VERT vertical VIF verify in field VTR vent termination pipe VWC vinyl wall covering W W west W/ with W/O without WC water closet WIN window WP waterproof WS wet stack WSCT wainscot WT weight PROJECT LOCATION PROJECT LOCATIONAREA MAP VICINITY MAP SITE ADDRESS : 3615 GATES BLVD. PORT ARTHUR, TX 77640 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING SHEET INDEX vv Sheet Name GENERAL G0.00 COVER SHEET G0.02 GENERAL PROJECT INFORMATION G0.03 LIFE SAFETY CODE ANALYSIS G0.04 LIFE SAFETY PLAN G0.14 ACCESSIBILITY INFORMATION G0.15 ACCESSIBILITY INFORMATION CIVIL C1.01 PRE-DEVELOPED DRAINAGE PLAN - (ST. MARY'S HOSPITAL) C1.02 DEVELOPED DRAINAGE PLAN (FUTURE ) C1.03 DEVELOPED DRAINAGE PLAN ANIMAL SHELTER C1.04 DRAINAGE CALCULATION OVERALL C1.05 DRAINAGE CALCULATION ANIMAL SHELTER C2.01 DIMENSIONAL CONTROL PLAN C3.01 GRADING PLAN C4.01 UTILITY PLAN C5.01 JOINT PATTERN PLAN C6.01 EROSION CONTROL PLAN C7.01 GENERAL NOTES AND DETAILS LANDSCAPE L1.1 PLANTING PLAN 1 OF 1 L2.1 PLANTING DETAILS 1 OF 1 L3.1 IRRIGATION PLAN 1 OF 1 L4.1 IRRIGATION PLAN 1 OF 2 L4.2 IRRIGATION PLAN 2 OF 2 STRUCTURE S001 3D VIEW AND SHEET LIST S101 GENERAL STRUCTURAL CRITERIA S102 GENERAL STRUCTURAL CRITERIA S200 FOUNDATION PLAN S201 LOADING PLAN S301 DRILLED PIER & PLINTH SCHEDULE & DETAILS S302 GRADE BEAM SCHEDULE AND DETAILS S401 TYPICAL FOUNDATION DETAILS (PEMB) S402 FOUNDATION DETAILS (PEMB) S504 TYPICAL COLD FORMED METAL FRAMING DETAILS S505 TYPICAL CMU DETAILS ARCHITECTURAL A0.02 TYPICAL MOUNTING HEIGHTS A0.10 PARTITION TYPES A0.20 FINISH LEGEND A0.30 DOOR ASSEMBLY TYPES AND SCHEDULES A0.31 STOREFRONT AND HOLLOW METAL FRAME CONFIGURATIONS A0.35 EXTERIOR DOOR DETAILS A0.36 INTERIOR DOOR DETAILS A0.45 EXTERIOR WINDOW DETAILS A0.46 INTERIOR WINDOW DETAILS A0.50 SIGNAGE TYPES & DETAIL A1.01 SITE PLAN A1.20 SITE DETAILS A1.21 SITE DETAILS A2.10 OVERALL FLOOR PLAN A2.11 OVERALL DIMENSIONAL FLOOR PLAN A2.12 OVERALL EQUIPMENT PLAN A2.20 OVERALL FINISH PLAN A2.30 OVERALL ROOF PLAN A3.10 GROUND LEVEL REFLECTED CEILING PLAN A4.01 CLERESTORY PLAN, ENLARGED FLOOR PLAN AND EQUIPMENT LIST A4.02 ENLARGED FLOOR PLAN AND EQUIPMENT LIST A5.01 PLAN DETAILS A5.11 CEILING DETAILS A6.01 EXTERIOR BUILDING ELEVATIONS A7.01 BUILDING SECTIONS A7.50 WALL SECTIONS A7.51 WALL SECTIONS A7.52 WALL SECTIONS A7.53 WALL SECTIONS A7.70 WALL SECTION DETAILS A7.71 WALL SECTION DETAILS A8.01 INTERIOR ELEVATIONS A8.02 INTERIOR ELEVATIONS A8.03 INTERIOR ELEVATIONS A8.65 MILLWORK ELEVATIONS A8.68 MILLWORK DETAILS A9.00 EQUIPMENT DETAILS SHEET INDEX vv Sheet Name MEP SITE MEP1.01 MEP SITE PLAN PLUMBING P0.01 PLUMBING SYMBOL LEGEND P2.11 LEVEL 1 PLUMBING PLAN P2.21 COMPOSITE ROOF LEVEL PLUMBING PLAN P3.01 ENLARGED PLUMBING PLANS P3.02 ENLARGED PLUMBING PLANS P4.01 PLUMBING RISERS AND SCHEMATICS P4.02 PLUMBING RISERS AND SCHEMATICS P4.03 PLUMBING RISERS AND SCHEMATICS P5.01 PLUMBING SCHEDULES P6.01 PLUMBING DETAILS MECHANICAL M0.01 MECHANICAL SYMBOL LEGEND M2.11 LEVEL 1 MECHANICAL PLAN M4.01 MECHANICAL CONTROL DIAGRAMS M5.01 MECHANICAL SCHEDULES M6.01 MECHANICAL DETAILS M7.01 MECHANICAL SPECIFICATIONS ELECTRICAL E0.01 ELECTRICAL SYMBOL LEGEND E1.01 PHOTOMETRIC SITE PLAN E4.01 ELECTRICAL ONE-LINE DIAGRAM E5.01 ELECTRICAL SCHEDULES E5.02 PANEL SCHEDULES E6.01 ELECTRICAL DETAILS E6.02 ELECTRICAL DETAILS EL2.11 LIGHTING PLAN EP2.11 POWER PLAN EP3.11 ROOF LEVEL POWER PLAN TECHNOLOGY T0.01 TECHNOLOGY SYMBOL LEGEND T2.11 TECHNOLOGY PLAN T6.01 TECHNOLOGY DETAILS T6.02 TECHNOLOGY DETAILS T6.03 TECHNOLOGY DETAILS Project State Registration #: 2024004042 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 BUILDING CODE 2015 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS PLUMBING CODE 2015 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS ELECTRIC CODE 2014 NATIONAL ELECTRIC CODE WITH LOCAL AMENDMENTS FIRE CODE 2015 INTERNATIONAL FIRE CODE WITH LOCAL AMENDMENTS ENERGY CODE 2015 IECC WITH LOCAL AMENDMENTS ACCESSIBILITY 2012 TEXAS ACCESSIBILITY STANDARDS OCCUPANCY CLASSIFICATION (IBC SECTION 302): BUILDING OCCUPANCY CLASSIFICATION ANIMAL SERVICES MIXED USE, NONSEPARATED OCCUPANCY: B BUSINESS (PRIMARY) S-2 LOW HAZARD STORAGE CONSTRUCTION TYPE: BUILDING CONSTRUCTION TYPE ANIMAL SERVICES (OFFICE AND KENNEL)TYPE IIB, NON-COMBUSTIBLE, UNPROTECTED, NONSPRINKLERED BUILDINGS ON SAME LOT ( IBC SECTION 503.1.2) TWO OR MORE BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF STORIES OF EACH BUILDING AND THE AGGREGATE BUILDING AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS SPECIFIED IN SECTIONS 504 AND 506. THE PROVISIONS OF THIS CODE APPLICABLE TO THE AGGREGATE BUILDING SHALL BE APPLICABLE TO EACH BUILDING. ALLOWABLE BUILDING HEIGHT (IBC SECTION 504.3): BUILDING ALLOWABLE HEIGHT PROVIDED HEIGHT ANIMAL SERVICES 55'-0" FT 22' -0" FT ALLOWABLE NUMBER OF STORIES (IBC SECTION 504.4): BUILDING ALLOWABLE NUMBER OF STORIES PROVIDED STORIES ANIMAL SERVICE 3 STORIES 1 STORY ALLOWABLE BUILDING AREA (IBC TABLE 506.2): PROVIDED AREA ANIMAL SERVICES B BUSINESS (PRIMARY)10,161 SF DOG KENNELS S-2 LOW HAZARD 3,888 SF OUTDOOR KENNEL 2,397 SF BUILDING TOTAL ANIMAL SERVICES 23,000 SF 26,783 SF 16,446 SF MIXED USE (IBC SECTION 508) 508.3 -NON SEPARATED OCCUPANCIES: BUILDING 508.3.3 -SEPARATION ANIMAL SERVICES B BUSINESS (PRIMARY)- S-2 LOW-HAZARD STORAGE NO SEPARATION REQUIRED FIRE RESISTANCE REQUIREMENTS FOR ALL FIRE RESISTANCE BUILDING ELEMENTS (IBC TABLE 601):RATING (IN HOURS) BUILDING ELEMENT STRUCTURAL FRAME 0 HOURS INCLUDING COLUMNS, GIRDERS, AND TRUSSES BEARING WALLS EXTERIOR 0 HOURS INTERIOR 0 HOURS NON-BEARING WALLS AND PARTITIONS INTERIOR 0 HOURS FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HOURS ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HOURS APPLICABLE CODES: FIRE RESISTANCE RATING REQUIREMENTS FIRE RESISTANCE FOR EXTERIOR WALLS (IBC TABLE 602):RATING (IN HOURS) FIRE SEPARATION DISTANCE (FSD) = X (feet) 5 ≤X ≤10 1 HOUR 10 ≤X ≤30 0 HOURS FIRE RESISTANCE RATING REQUIREMENTS FIRE RESISTANCE FOR CORRIDOR WALLS (IBC TABLE 1020.1):RATING (IN HOURS) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FSD (IBC TABLE 705.8): CLASSIFICATION OF FIRE SEPARATION ALLOWABLE OPENING DISTANCE IN FEET PERCENT UNPROTECTED, NONSPRINKLERED (UP, NS)25≤X≤30 70% UNPROTECTED, NONSPRINKLERED (UP, NS)X≥30 NO LIMIT EXCEPTIONS: BUILDINGS WHOSE EXTERIOR BEARING WALLS, EXTERIOR NONBEARING WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. IECC 2015 DESIGN CRITERIA CLIMATE ZONE: JEFFERSON COUNTY -2A OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MAXIMUM REQUIREMENTS, U-VALUE METHOD 1. ROOFS, METAL BUILDINGS: U-0.035 2. WALLS ABOVE GRADE, METAL BUILDING: U-0.079 3. WALLS BELOW GRADE: C-1.140 4. FLOORS, MASS: U0.076 5. SLAB-ON-GRADE FLOORS: UNHEATED SLABS: F-0.73 6. OPAQUE DOORS, SWINGING: U-0.61 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS U-FACTOR:SHGC: FIXED FENESTRATIONS: 0.40 PF<0.2 = 0.25 SEW, 0.33 N OPERABLE FENESTRATIONS: 0.60 0.2≤PF<0.5 = 0.30 SEW, 0.37 N ENTRANCE DOORS: 0.77 PF≥0.5 = 0.40 SEW, 0.40 N SKYLIGHTS: 0.65-SKYLIGHTS: 0.35 FIRE PROTECTION NONSPRINKLERED BUILDINGS PORT ARTHUR ANIMAL SERVICES - CODE ANALYSIS MEANS OF EGRESS CALCULATIONS (IBC SECTION 1005) CEILING HEIGHT THE MINIMUM CEILING HEIGHT FOR MEANS OF EGRESS IS 7'-6" EXCEPT WHERE NOTED BELOW: a. DOOR HEADROOM CAN BE REDUCED TO 6'-8" IN ACCORDANCE WITH 1010.1.1 b. PROTRUDING OBJECTS ARE PERMITTED TO EXTEND BELOW THE MINIMUM CEILING HEIGHT OF 7'-6" PROVIDED A MINIMUM HEADROOM OF 6'8" SHALL BE PROVIDED FOR ANY WALKING SURFACE, INCLUDING WALKS, CORRIDORS, AISLES AND PASSAGEWAYS. NOT MORE THAN 50 PERCENT OF THE CEILING AREA OF A MEANS OF EGRESS SHALL BE REDUCED IN HEIGHT BY PROTRUDING OBJECTS. EXIT ACCESS DOORWAY ARRANGEMENT WHERE TWO EXITS OR TWO EXIT DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA SERVED MEASURED IN A STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS. NUMBER OF EXITS AND EXIT ACCESS (IBC SECTION 1006) TWO EXITS ARE REQUIRED FROM ANY SPACE WHEN OCCUPANT LOAD IS OVER 49 PERSONS FOR B AND A OCCUPANCY. EXIT ACCESS TRAVEL DISTANCE: (NONSPRINKLERED BUILDING) - 200'-0" FOR B AND A OCCUPANCY, 300 FOR S-2 OCCUPANCY. EXIT MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD PER STORY OCCUPANT LOAD OF 1-500 2 EXITS OCCUPANT LOAD OF 501- 1,000 - 3 EXITS EXIT SIGNS EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. NO EXIT SIGNS ARE REQUIRED AT MAIN EXTERIOR EXIT DOORS WHICH ARE OBVIOUSLY AND CLEARLY IDENTIFIABLE AS EXITS (WHERE APPROVED BY THE BUILDING OFFICIAL). MEANS OF EGRESS ILLUMINATION THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL EGRESS ILLUMINATION SHALL BE ON EMERGENCY POWER IN ACCORDANCE WITH 2702 EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OCCUPANT LOAD EGRESS WIDTH FACTOR TOTAL REQ'D EGRESS WIDTH (IN) TOTAL EGRESS WIDTH PROVIDED TOTAL EGRESS COMPONENTS PROVIDED NOTES: 1. EGRESS REQUIREMENTS SHALL NOT BE LESS THAN REQUIRED BY 2015 IBC AND ELSEWHERE AS REQUIRED BY APPLICABLE CODE. INCLUDING THE TEXAS ACCESSIBILITY STANDARDS (TAS). IN THE EVENT OF DISCREPANCIES BETWEEN CODES, COMPLY WITH THE MORE RESTRICTIVE REQUIREMENT IN ALL CASES. 2. MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THE 2015 IBC SECTION 1005 AND TAS SECTION 4.13. DOORS PROVIDED FOR EGRESS PURPOSES IN NUMBERS GREATER THAN REQUIRED BY CODE SHALL MEET THE REQUIREMENTS OF THESE SECTIONS. 3. PROJECTIONS INTO THE REQUIRED EGRESS CLEAR OPENING WIDTH, INCLUDING HANDRAILS, SHALL COMPLY WITH THE 2015 IBC SECTION 1003.3, 1005.7 AND TAS CHAPTER 4.4 NOT TO EXCEED 4" BETWEEN 27" AND 80" ABOVE THE FLOOR OR GROUND. 4. EGRESS STAIRWAYS AND HANDRAILS SHALL COMPLY WITH THE IBC 2015 SECTION 1011 AND APPLICABLE SECTIONS WITHIN CHAPTER OF 4 OF THE TAS. MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES PER CHAPTER 29, TABLE 2902.1 PLUMBING FIXTURE COUNT MEANS OF EGRESS CLASSIFICATION DRINKING FOUNTAINSLAVATORIESMALE / FEMALE SHOWERS SERVICE SINK B BUSINESS **1 PER 25 FOR FIRST 50 AND 1 PER 50 FOR REMAINDER EXCEEDING 50 ***1 PER 40 FOR FIRST 80 AND 1 PER 80 FOR REMAINDER EXCEEDING 80 1 WATER CLOSET TABULAR ALLOWABLE AREA OCCUPANCY CLASSIFICATION PROVIDED AREA ANIMAL SHELTER 137 0.2"26"480"5 OCCUPANT LOAD EXIT WIDTH CALCULATION FOR OTHER EGRESS COMPONENTS : NONSPRINKLERED BUILDING OCCUPANCY MALE / FEMALE (S) STORAGE B BUSINESS 49.5 / 49.5 7.5 / 7.5 11.5 / 11.5 1.98 / 1.98 0.075 / 0.075 0.12 / 0.12 1.23 / 1.23 0.2 / 0.2 0.12 / 0.12 0.82 0.24 0.023 (TOTAL NUMBER OF OCCUPANTS = 137) TOTAL REQUIRED PROVIDED 2.2 / 2.2 4 / 4 1.6 / 1.6 3 / 3 1 4 0 1 / 1 1 PER 25/1 PER 25**1 PER 40***1 PER 100 1 PER 100/1 PER 100 1 PER 40***1 PER 100 1 PER 100/1 PER 100 1 PER 100 1 PER 1000 1 - 2 5 - - - OCCUPANCY CALCULATION (IBC TABLE 1004.1.2): OCCUPANCY AREAROOM NAMES OCCUPANT LOAD FACTOR NET/GROSS B ASSEMBLY UNCONCENTRATED 1,487 SFTRAINING ROOM(S) AND BREAK ROOM FUNCTION OF SPACE 1004.1.2 15 SF NET BUSINESS ANIMAL CONTROL OFFICERS/ KENNEL TECHS/RECEPTION 1,455 SF 100 SF GROSS STORAGE KENNEL / STORAGE / SALLY PORT MECH / IT / LAUNDRY/ OTHERS 6,826 SF 300 SF GROSS 2,387 SF ASSEMBLY UNCONCENTRATED BUSINESS (S2) LOW-HAZARD STORAGE S-2 B OCCUPANT LOAD 99 15 23 PARKING COUNT : PARKING REQUIRED: 33 SPACES (2 ADA) (SEE EXCERPT BELOW) PARKING SHOWN: 37 SPACES (3 ADA) TOTAL OCCUPANT LOAD 12,155 SF 137 CORRIDOR THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:36:49 PMG0.03 LIFE SAFETY CODE ANALYSIS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. TRAVEL DISTANCE = 79'-3" TRAVEL DISTANCE = 101' - 0" TRAVEL DISTANCE = 108'-6" TRAVEL DISTANCE = 89' - 0" 105 SF DRUG STORAGE S-1 300.0 OL : 1 101 SF EUTHANASIA ROOM A-4 100.0 OL : 1 374 SF WORK / MEDICAL AREA B 100.0 OL : 4 98 SF ELECTRICAL S-1 100.0 OL : 1 99 SF FREEZER S-1 100.0 OL : 1 92 SF DOG WASH S-1 100.0 OL : 1 1,194 SF SALLY PORT S-1 300.0 OL : 4 174 SF EQUIPMENT STORAGE S-1 300.0 OL : 1 212 SF TRAPS STORAGE S-1 300.0 OL : 1 137 SF LAUNDRY ROOM A-4 300.0 OL : 1 212 SF KENNEL TECH OPEN AREA B 100.0 OL : 2 124 SF RABIES QUARANTINE S-2 300.0 OL : 1 143 SF ADOPTION ROOM S-2 300.0 OL : 1 103 SF RECEPTION B 100.0 OL : 1 110 SF FILE ROOM S 300.0 OL : 1 124 SF COPY/ WORK ROOM B 15.0 OL : 8 294 SF ANIMAL CONTROL OFFICERS B 100.0 OL : 3 201 SF ANIMAL CONTROL SUPERVISOR B 100.0 OL : 2 169 SF SR. ANIMAL CONTROL OFFICER B 100.0 OL : 2 496 SF TRAINING ROOM A 15.0 OL : 33 267 SF BREAK ROOM A 15.0 OL : 3 150 SF CATS S-1 300.0 OL : 1 112 SF ADOPTION ROOM S-1 300.0 OL : 1 84 SF IT ROOM S-1 300.0 OL : 1 61 SF CUST. A-4 300.0 OL : 1 32" CLR 160 MAX 64" CLR 160 MAX 32" CLR 160 MAX 32" CLR 160 MAX 64" CLR 160 MAX 64" CLR 160 MAX 496 SF TRAINING ROOM A 15.0 OL : 33 266 SF QUARANTINE 2 S-2 300.0 OL : 1 267 SF QUARANTINE 1 S-2 300.0 OL : 1 CORRIDOR 151 328 SF KENNEL 6 S-2 300.0 OL : 1 328 SF KENNEL 5 S-2 300.0 OL : 1 328 SF KENNEL 3 S-2 300.0 OL : 1 328 SF KENNEL 4 S-2 300.0 OL : 1 330 SF KENNEL 2 S-2 300.0 OL : 1 330 SF KENNEL 1 S-2 300.0 OL : 1 482 SF DRY STOR. A-4 300.0 OL : 2 91 SF STORAGE S-1 100.0 OL : 1 TRAVEL DISTANCE = 66' - 0" CORRIDOR 105 SF STORAGE S-1 300.0 OL : 1 GENERAL LS NOTES LIFE SAFETY GRAPHICS LEGEND 1. ANY DOOR SHOWN IN RATED ASSEMBLIES SHALL ALSO BE RATED AS REQUIRED. REFERENCE DOOR SCHEDULE. 2. ALL LIFE SAFETY DEVICES SHOWN ARE REQUIRED, BUT PRODUCT TYPES, DETAILS, MEANS, AND METHODS MUST BE FULLY COORDINATED BY THE CONTRACTOR. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSIONS SHALL BE OBTAINED FROM DESIGN PROFESSIONALS. 4. TWO EXIT ACCESS DOORS FROM ANY SPACE SHALL BE PROVIDED WHERE THE OCCUPANT LOAD OF THE SPACE EXCEEDS 49 OCCUPANTS FOR OCCUPANCY GROUP A. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. 5. DOOR OPERATIONS: ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY KNOWLEDGE OR EFFORT. 6. EXIT SIGNS: EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 7. ROOM AND DOOR NUMBERS ARE FOR CONSTRUCTION & DESIGN COORDINATION. FINAL ROOM NAMES AND NUMBERS SHALL BE CONFIRMED PRIOR TO FABRICATION OF SIGNAGE. 8. FURNITURE SHOWN IS BY OTHERS AND IS FOR PLANNING PURPOSES ONLY. 9. FIRE EXTINGUISHERS SHALL BE INSTALLED PER NFPA 10. GRAPHICS:REFER TO SHEET G0.02 FOR GRAPHIC STANDARDS 1 HOUR RATED FIRE BARRIER 1 HOUR UL RATED ASSEMBLY (CONTINUOUS) SYMBOLS: MAX ALLOWED OCCUPANTS (FACTOR X EGRESS WIDTH) SMOKE RATED ASSEMBLY (CONTINUOUS) CALCULATED OCCUPANTS WALL MOUNTED FIRE EXTINGUISHER CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN FE FIRE EXTINGUISHER CABINET (SURFACE MOUNTED)FEC FIRE EXTINGUISHER 1. PORTABLE FIRE EXTINGUISHERS SHALL BE MULTIPURPOSE DRY-CHEMICAL TYPE: UL LISTED 2A:20:B-C, IN ENAMELED STEEL CONTAINER PROVIDE 10-LB NORMAL CAPACITY IN ALL LOCATIONS. 2. FIRE EXTINGUISHER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND PER APPROVED SHOP DRAWINGS. 3. WHERE APPLICABLE, FIRE EXTINGUISHER CABINETS SHALL BE INSTALLED ACCURATELY WITHOUT WARPAGE, TRUE TO LINE, PLUMB AND LEVEL AT A MAXIMUM OF 5'-0" HEIGHT TO THE TOP OF THE FIRE EXTINGUISHER CABINET OR FIRE EXTINGUISHER WHEN MOUNTED ON A BRACKET. 4. THE MAXIMUM TRAVEL DISTANCE TO A FIRE EXTINGUISHER IS 75'-0" 5. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED TO MEET NFPA 10 REQUIREMENTS ACCESSIBILITY NOTES 1. CONTRACTOR TO VERIFY THAT ALL ACCESSIBLE ITEMS WITHIN THE PATH OF TRAVEL TO MEET THE 2009 ICC/ANSI-A 117.1 ACCESSIBILITY STANDARDS. REFER TO SHEETS G0.14, G0.15, AND A0.02 FOR TYPICAL DETAILS & REQUIREMENTS. 2. ALL FLOORS/LANDINGS SHALL NOT EXCEED MORE THAN 1/2" BELOW THRESHOLD AT EACH SIDE OF EGRESS DOORS. 3. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. 4. THE LOWER 10" OF ALL DOORS COMPLY AS FOLLOWS: A. TO BE SMOOTH AND UNINTERRUPTED FOR FULL WIDTH OF DOOR, TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. B. EXCEPTIONS: i. SLIDING DOORS DO NOT HAVE TO MEET THIS REQUIREMENT. ii. TEMPERED GLASS DOORS NOT CONTAINING STILES DO NOT HAVE TO MEET THIS REQUIREMENT. iii. EXISTING DOORS DO NOT HAVE TO MEET THIS REQUIREMENT. 5. ANY ABRUPT LEVEL CHANGES WILL BE ≤½" ALONG ANY ACCESSIBLE ROUTE OF TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF ≤1:2. LEVEL CHANGES OF ≤¼" MAY BE VERTICAL. 6. WALKS ALONG ACCESSIBLE ROUTE OF TRAVEL TO HAVE SLIP RESISTANT SURFACE. OCCUPANCY TYPE ASSEMBLY UNCONCENTRATED (B) BUSINESS (B) STORAGE (S) ANIMAL SERVICE SPACES (S-2 LOW HAZARD) CIRUCLATION S-1 100 100 SF 1 ROOM SF THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:36:52 PMG0.04 LIFE SAFETY PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 LIFE SAFETY CODE ANALYSIS №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 36 915 6 150 min max dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements direction of travel or approach boundary of clear floor space or maneuvering clearancecenterline minimum maximum a permitted element or its extension a wall, floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan Convention Description location zone of element, control or feature greater than> <less than 33-36 840-915 dimension showing a range with minimum - maximum < > less than or equal to greater than or equal to LC Graphic Convention for Figures 13 ½ max 6.4 ¼ max 6.4 1 2¼ ¼ 6.4 ½ 13 302.2 Carpet Pile Height 303.2 Vertical Change in Level 303.3 Beveled Change in Level dominant direction of travel 13 long dimension perpendicular to dominant direction of travel ½ max 302.3 Elongated Openings in Floor or Ground Surfaces 30 min 48 min30 min48 min1220760760 1220 (a) forward (b) parallel 36 minX > 24610915 alcove forward 60 minX > 151525380 alcove parallel 60 min24 min 36 min36 min 12 min 915 305 1525610 91512 min 305 60 min 1525 basearm arm304.3.2 T-Shaped Turning Space 17-25 9 230 430-635 6 max 150 30 min760(a) elevation (b) plan 11 min27 min685280 205 8 min 9 min 230 (a) elevation (b) plan 30 min760635 25 max 306.3 Knee Clearance 306.2 Toe Clearance 305.5 Position of Clear Floor or Ground Space 305.7 Maneuvering Clearance in an Alcove 4 max 100 X802030X > 27685>12 max 305 12 max 305 27-80685-203027 max68580 min2030X > 12 305 X > 12 305 (b)(a)27 max6852030X < 80307.4 Vertical Clearance 307.3 Post-Mounted Protruding Objects307.2 Limits of Protruding Objects 15 min38048 max122048 max122044 max1120>20-25 max 510-635 20 max 510 10 max 255 122048 max15 min38010 max 255 122048 max34 max86534 max86546 max1170> 10-24 max 255-610 (a) (b)36 min48 min 24 max 1220 610 91532 min81532 min81591536 min610 24 max 42 min48 min12201065 1220 X < 48 42 min 1065 X < 48 1220 36 min 915 36 min 91560 min1525(a) 180 degree turn (b) 180 degree turn (Exception) (c) folding door (a) hinged door (b) sliding door 32 min 815 32 min 815 32 min 81590°404.2.3 Clear Width of Doorways 42 min 1065 54 min1370(e) hinge approach, pull side 36 min 915 60 min1525(d) hinge approach, pull side (g) hinge approach, push side, door provided with both closer and latch48 min122022 min 56042 min1065560 22 min (f) hinge approach, push side (k) latch approach, push side, door provided with closer 610 24 min 122048 min24 min 42 min1065610 (j) latch approach, push side 24 min 48 min610 1220(h) latch approach, pull side (i) latch approach, pull side, door provided with closer54 min1370610 24 min 60 min152518 min 445 (a) front approach, pull side 122048 min(b) front approach, push side 122048 min12 min 305 (c) front approach, push side, door provided with both closer and latch122048 min(a) front approach (b) side approach 42 min106522 min 42 min1065560 (c) pocket or hinge approach 24 min 610106542 min(d) stop or latch approach 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors 122048 min12 min 305 (c) push side, door provided with both closer and latch X > 8 205122048 min(b) push side 205 X > 8 (a) pull side60 min152518 min 445 X > 8 205 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates 48 min 1220 48 min 1220 (a)(b) 48 min 1220 (c) ramp run landinglanding 60 min 1525 1525 60 min landing ramp run ramp run60 min 1525 60 min1525at least as wide as ramp run (a) straight (b) change in direction 13 30° max 3838 (c) curved nosing (d) beveled nosing (b) angled riser 1½ max 1½ max (a) radius of tread edge (typical for all profiles) radius ½ max 34-38865-965(a) stairs (b) ramps865-96534-38(c) walking surfaces34-38865-96538 1½ min381½ min505.6 Horizontal Projections Below Gripping Surface 505.5 Handrail Clearance 100-160 4-6¼ perimeter (a) (b) 2¼ max 572¼ max5712 min 305 12 min 305 12 min 305 505.10.3 Bottom Handrail Extension at Stairs 505.10.2 Top Handrail Extension at Stairs 505.10.1 Top and Bottom Handrail Extension at Ramps x x 5 max 15 min 380125 16-18 405-455 430-485 17-19 (a) wheelchair accessible water closets (b) ambulatory accessible water closets LC CL 602.5 Drinking Fountain Spout Location 60 min56 min14201525 604.3.1 Size of Clearance at Water Closets 604.2 Water Closet Location 12 max 42 min 54 min 1370 305 1065 604.5.1 Side Wall Grab Bar at Water Closets LC transfer side 12 min 305 24 min 610 36 min 915 604.5.2 Rear Wall Grab Bar at Water Closets LC 15 min3807-9 180-230 48 max1220604.7 Dispenser Outlet Location (a) elevation adult 150 9 min 230 6 min partition 6 min 150 6 min 150 (c) plan 6 min (b) elevation children 12 min 150 305 partition 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance (b) stall type (a) wall hung type 17 max 430 345 13½ min 13½ min 345 605.2 Height and Depth of Urinals ALLOWABLE REACH RANGE FROM SIDE APPROACH (ONLY IF POSSIBLE)MIN.1'-3"4'-0"MAX3'-0"4' - 0" MAX TOCOIN SLOT3' - 2"TO BUTTON4'-0"TO SLOT4'-0"TO SLOT4'-0"4'-0"TO BUTTONX=3'-2" 4'-0"7'-2"WIDTH OF LAVATORY UNO SURFACE4'-0" UNOREFLECTINGX=3' - 4" MAX.TO BOTTOM EDGE OF REFLECTING SURFACEREACH4'-0"FORWARDREACH4'-0"FORWARDMIN.1'-3"4'-0"MAXALLOWABL E REACH RANGE FROM FRONT APPROACH SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER SURFACE MOUNTED SOAP DISPENSER TOILET SEAT COVER DISPENSE R PAPER TOWEL DISPENSER WALL MOUNTED DIAPER CHANGING STATION HAND DRYER UNFRAMED MIRROR ABOVE COUNTER/ LAVATORY FRAMED MIRROR ABOVE COUNTER/ LAVATORY NOTE: X=3' - 1" MAX. WHERE MIRROR IS NOT LOCATED ABOVE COUNTERS/LAVATORIES TOWEL BAR COAT HOOK AT RESTROOMS NOTE: ALL MAXIMUM MOUNTING HEIGHTS TO BE TAKEN FROM FINISH FLOOR TO HIGHEST OPERABLE PART (COIN SLOTS, HANDLES, ETC. OF ACCESSORY)HOLD4'-0"A.F.F.U.N.O.2'-0"A.F.F.U.N.O.3'-6"A.F.F.TYPICAL OUTLETS MOUNTED BELOW CREDENZA/ COUNTER U.N.O. COUNTER/CREDENZA @ 30"-36" U.N.O. TYPICAL OUTLETS MOUNTED ABOVE CREDENZA /COUNTER U.N.O.- MOUNT HORIZONTALLY COAT HOOKS WHERE SCHED. U.N.O. SCHEDULED LATCHSET OR LOCKSET U.N.O.FIRE ALARM STROBE WALL PHONE THERMOSTATS, INTERCOMS, CARD READERS OR OTHER TYPES OF SWITCHES THAT DO NOT FIT UNDER THE SAME COVER PLATE AS THE LIGHT SWITCHES WALL LIGHT SWITCH OR MOTION DETECTOR- IF MORE THAN ONE SWITCH, PLACE THEM ALL UNDER ONE COVE PLATE TYPICAL OUTLET MOUNTING HEIGHT ALIGN WHERE SCHEDULED DATA/ VOICE OUTLET OCCUR 4'-0"A.F.F.3'-5 255/256"A.F.F.A.F.F.1'-6"6" ELECTRICAL, VOICE, AND DATA WALL OUTLETS SHALL BE GANGED TOGETHER AS TIGHT AS POSSIBLE AS PER CODE RESTRICTIONS. MOUNTING HEIGHTS, LOCATIONS AND ALIGNMENT OF ALL DEVICES SHALL BE PER THIS DRAWING UNO.6'-0"A.F.F. MIN4'-0" MAX A.F.F.HALL LANTERN FIXTURE, VISUAL ELEMENTS SHALL BE 2 1/2" MIN. IN THE SMALLEST DIMENSION CALL BUTTONS FIXTURE, VISUAL ELEMENTS SHALL BE 3/4" MIN. IN THE SMALLEST DIMENSION. HANDLE OR BRACKET4' - 0" A.F.F.TOP OFMIN1' - 3"A.F.F.MAX4'-0"A.F.F.NOTE: FIRE EXTINGUISHER CANNOT PROTRUDE MORE THAN 4" 8" WALL MOUNTED SIGNAGE PLAQUE MEN 60" A.F.F. MAX48" A.F.F. MINTACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" A.F.F. MIN MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" A.F.F. MAX MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. ADA SIGNAGE FIRE PROTECTION TYPICAL ELEVATOR PULL STATION FIRE EXTINGUISHER CABINET OR BRACKET 18 455 control wallseat wall back wall 608.3.1 Grab Bars for Transfer Type Showers LC LC LC 48 min 1220 91536 min36 915 91536control wall back wall seat wall Note: inside finished dimensions measured at the center points of opposing sides. 608.2.1 Transfer Type Shower Compartment Size and Clearance. LC 38 min96515 max 380 48 max1220side wall 608.5.1 Transfer Type Shower Compartment Control Location 15-16 380-405 560-585 22-23 14-15355-38064 (a) size 2½ max 1½ max38seat wall wall seat (b) distance from wall 610.3.2 L-Shaped Shower Seat 38 12 min3051½ min (a) projecting objects (b) recessed objects 609.3 Spacing of Grab Bars 12 min 305 12 min 305 X < 4 100 405.9.2 Curb or Barrier Edge Protection405.9.2 Curb or Barrier Edge Protection 302 - Floor or Ground Surfaces1 302 Floor or Ground Surfaces 304 305 306 Clearance Space 307 Limits of Protruding Objects1 308 Reach Ranges1 403.5.1 Clear Width of an Accessible Route1 403.5.2 Clear Width at Turn1 404 Doors, Doorways, and Gates1 404.2.6 Doors in Series and Gates in Series405.7 Ramp Landings1 Stair Nosings Handrail Height Handrail Clearance 505.7.2 Handrail Non-Circular Cross Section1505.10 Hardrails Extensions1 603 Toilet and Bathing Rooms1 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:36:59 PMG0.14 ACCESSIBILITY INFORMATION CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 608 Showers1 Spacing of Grab Bars NOTE: NOT ALL DETAILS OR CONDITIONS SHOWN ON THIS SHEET WILL BE USED . CHAPTER 3: BUILDING BLOCKS CHAPTER 4: ACCESSIBLE ROUTES CHAPTER 6: PLUMBING ELEMENTS AND FACILITIESCHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS TYPICAL INSTALLATION HEIGHTS 405.9 Extended Floor or Ground Surface №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 1 2 3 7 8 9 4 7 * 5 8 0 6 9 # 4 5 6 1 2 3 *0 # (a) 12-key ascending (b) 12-key descending 707.6.2 Numeric Key Layout 1.6-2.4 41-61 (a) elevation (enlarged) (b) plan 0.2 5.1 top diameter of 50%-65% of the base diameter base diameter of 0.9-1.4 (23-36 mm) 0.65 min 17 1.6-2.4 41-61 705.1 Size and Spacing of Truncated Domes 510 20 max 704.2.1.2 Forward Approach to Telephone 10 max 255 704.2.1.1 Parallel Approach to Telephone6 min150not in pictogram field 703.6 Pictogram Field 703.7.2.4 International Symbol of Access for Hearing Loss 703.7.2.3 Volume-Controlled Telephone 703.7.2.2 International TTY Symbol 703.7.2.1 International Symbol of Accessibility LC 18 min 455 18 min 45545° centered on tactile characters 703.4.2 Location of Tactile Signs at Doors AREA OF REFUGE 48 min60 max12201525703.4.1 Height of Tactile Characters Above Floor or Ground AREA OF REFUGE 3/8 min 3/8 min 9.5 9.5 703.3.2 Position of Braille blank cell space between words base diameter distance between dots in the same cell distance between dots in the same cell distance between corresponding dots in adjacent cells distance between corresponding dots from one cell directly below single braille cell raised dot no raised dot 703.3.1 Braille Measurement 16-51LIBRARY ⅝-2703.2.5 Height of Raised Characters vehicle pull-up space area to be marked curb line full length of 152560 min60 min 1525full length of parking spacearea to be marked 96 min2440 132 min 3350 (a) car (b) van 36 min 915 (b) curb ramp at island (a) cut through at island 48 min 122048 min 1220 610 24 min 610 24 min 36 min 915 at least as wide as curb ramp flared sides 1:10 max slope slope slope 20 1 adjoining surface maximum slope curb ramp slope 36 min 915 33 min 840 33 min 840 (a) single space (b) two spaces THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:37:00 PMG0.15 ACCESSIBILITY INFORMATION CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 Passenger Loading Zone Access Aisle Parking Space Access Aisle Vehicle Parking Spaces Islands in CrossingsDiagonal or Corner Type Curb Ramps Landings at the Top of Curb Ramps Sides of Curb Ramps Counter Slope of Surfaces Adjacent to Curb Ramps Width of Wheelchair Spaces in Assembly Areas NOTE: NOT ALL DETAILS OR CONDITIONS SHOWN ON THIS SHEET WILL BE USED . CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 154929.25 sf 3.56 ac 2035.27 sf 0.05 ac 6101.71 sf 0.14 ac 1533.73 sf 0.04 ac 8066.62 sf 0.04 ac 29450.67 sf 0.68 ac 8261.14 sf 0.19 ac 321.53 sf 0.01 ac 6656.91 sf 0.15 ac 5553.04 sf 0.13 ac 21194.42 sf 0.49 ac 2871.66 sf 0.07 ac 35951.65 sf 0.83 ac7571.07 sf 0.17 ac 3871.57 sf 0.09 ac 4491.01 sf 0.10 ac 10787.47 sf 0.25 ac 159875.91 sf 3.67 ac 35700.82 sf 0.82 ac 1747.64 sf 0.04 ac 1996.43 sf 0.05 ac 71614.72 sf 1.65 ac 2197.47 sf 0.05 ac 4096.21 sf 0.09 ac 71795.13 sf 1.65 ac PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C1.01 PRE-DEVELOPED DRAINAGE PLAN (ST. MARY'S HOSPITAL) ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 40 80 Scale 1" = 40' 40 FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVE LOPMENT FUTURE ADDITION FUTURE DEVELOPMENT PROP. BLDG. FF= 4.20 F2 172639.74 sf 3.98 ac F4 26591.70 sf 0.61 ac F8 18848.83 sf 0.43 ac F10 16255.0 sf 0.0.37 ac F1 72038.58 sf 1.65 ac F7 19430.08 sf 0.45 ac F9 40495.63 sf 0.93 ac F6 79794.03 sf 1.83 ac F3 17677.58 sf 0.41 ac F11 40319.91 sf 0.93 ac F5 23360.67 sf 0.54 ac A3 18021.40 sf 0.41 ac A2 5334.68 sf 0.12 ac A4 4779.20 sf 0.11 ac A8 35613.90 sf 0.82ac A9 7705.51 sf 0.18 ac A7 16484.60 sf 0.38 acA6 12313.37 sf 0.28 ac A1 20467.95 sf 0.47 ac A5 4779.20 sf 0.11 ac PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C1.02 DEVELOPED DRAINAGE PLAN (FUTURE) ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 40 80 Scale 1" = 40' 40 PROP. BLDG. FF= 4.20 N 36°46'25" E 385.00'N 53°13'35" W 112.58'N 8 8 ° 19 '4 3 " W 39 9 . 46 ' S 01° 3 6' 0 4" W 2 1 3. 3 6'S 53°13'35" E313.82'N 44°43'02" E 1 9 . 3 0 ' A4b 7076 sf 0.16 ac A1 35955 sf 0.83 ac A2 8534 sf 0.20 ac A3 4005 sf 0.09 ac A5 40331 sf 0.93 ac A4 7189 sf 0.17 ac A1a 1185 sf 0.03 ac A1b 1237 sf 0.03 ac A1c 1031 sf 0.02 ac A1d 7968 sf 0.18 ac A1e 9278 sf 0.21 ac A1f 3667 sf 0.08 ac A1g 2050 sf 0.05 ac PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C1.03 DEVELOPED DRAINAGE PLAN ANIMAL SHELTER ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 40 80 Scale 1" = 40' 40 PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C1.04 DRAINAGE CALCULATIONS OVERALL ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C1.05 DRAINAGE CALCULATIONS ANIMAL SHELTER ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. PROP. BLDG. FF= 4.20 PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C2.01 DIMENSIONAL CONTROL PLAN ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 20 40 Scale 1" = 20' 20 PROP. BLDG. FF= 4.20 N 36°46'25" E 385.00'N 53°13'35" W 112.58'N 8 8 ° 1 9 '4 3 " W 39 9 . 46 ' S 01° 3 6' 0 4" W 2 1 3. 3 6'S 53°13'35" E313.82'N 44°43'02" E 1 9 . 3 0 ' PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C3.01 GRADING PLAN ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 20 40 Scale 1" = 20' 20 PROP. BLDG. FF= 4.20 PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C4.01 UTILITY PLAN ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 20 40 Scale 1" = 20' 20 FIRE WATERLINE Per Building CodeLESS THAN 4" FIRE WATERLINE 4" AND LARGER USAGE SIZE *TYPE OF PIPE C-900 PVC DR-14 200PSI CLASS FUTURE DEVELOPMENT FUTURE ADDITION PROP. BLDG. FF= 4.20 PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C5.01 JOINT PATTERN PLAN ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 20 40 Scale 1" = 20' 20 Sawed Control Joint Construction Joint Bar With Flat Plate Expansion Joint Detail Isolation Joint 1 4 Concrete Pavement Section at Sidewalk Edge Pavement Transition 2 3 5 6 7 FUTURE DEVELOPMENT FUTURE ADDITION PROP. BLDG. FF= 4.20 PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C6.01 EROSION CONTROL PLAN ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. 0 20 40 Scale 1" = 20' 20 Silt Fence Temporary Driveway Erosion Control Concrete Washout Structure PLAN VIEW SECTION A-A Log Placement at Edge of Pavement CROSS SECTION B-BPLAN VIEW LEGEND: PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE DRAWING HISTORY CONSULTANT ARCHITECT CLIENT PROJECT NUMBER PORT ARTHUR ANIMAL SERVICES 3615 Gates Blvd. Port Arthur, Tx 77642 CITY OF PORT ARTHUR T (409) 983-8100 444 4th Street Port Arthur, Tx 77642 №.DATE DESCRIPTION Texas City of ort rthur CityEnergy 1 10/26/2023 ISSUE PERMIT AND BID C7.01 GENERAL NOTES AND DETAILS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.comT.B.P.E. Firm #1160 T.X.L.S. Firm #100186 FILE #PROJECT #22207.00022207_CE_SITE OWNERSHIP OF DOCUMENTS ©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF FITTZ & SHIPMAN, INC. Private Sanitary Sewer Cleanout Pipe Removal Backfill Detail Standard Curb Detail Handicap Parking Emblem UP TO $200 FINE FOR VIOLATION Typical Handicapped Parking Space DimensionsNO PARKINGHandicap Parking Sign 1 Utility Crossing Sidewalk Detail Section A-A Thicken Perimeter Pavement Edge Basin Detail Yard PVC Drain Concrete Pavement Sidewalk Section Storm Sewer Inlet A A PLAN Trench Cut for HDPE Storm Sewer Lines MINIMUM HDPE TRENCH WIDTH Water Valve & Valve Box BRONZE TAPER THREAD PLUG WITH COUNTER SUNK HEAD FLOW 4" NOTE: CLEAN-OUT TO BE TYLER PIPE MODEL 003533 SERIES OR EQUAL INSTALLATION SHALL BE FLUSH WITH SURROUNDING FLOOR SURFACES. FLUSH WITH FLOOR LINE FLOW 4" 4"4" WASTE LINE LENGTH TO SUIT FLANGE EXTRA HEAVY DUTY CAST IRON ADJUSTABLE SCORIATED SECURED COVER.2"2-way Yard Clean Out Detail 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 42" x 12" Concrete Splash Pad Typical Handicapped Parking Space Dimensions17 Roof Downspout Connection Type B18 Backflow Preventer- RPZ Assembly 19 PLANTING GENERAL NOTESA.CONTRACTOR TO LAYOUT ALL PLANTING BED LIMITS ANDLOCATIONS OF ALL PROPOSED TREES IN THE FIELD FORAPPROVAL OF LANDSCAPE ARCHITECT.B.TREES SHALL BE PLANTED NO CLOSER THAN 5-0" (AS MEASUREDFROM CENTER OF TRUNK) FROM ANY WALKWAY, FENCE,BUILDING, OR OTHER HARDSCAPE ITEM.C.CONTRACTOR SHALL FINE GRADE ALL LANDSCAPE AREAS.D.CONTRACTOR TO PROVIDE MINIMUM 1" OF APPROVED TOPSOIL(OR APPROVED ON-SITE, AMENDED TOP SOIL STRIPPINGS)WORKED INTO EXISTING SOIL FOR ALL AREAS TO RECEIVEHYDROMULCHING AND SOLID SOD.E.WHERE INDICATED ON THE DRAWINGS AS TURF, THIS SHALLMEAN FULL COVERAGE HYDROMULCHING PER SPECIFICATIONS.WHERE INDICATED ON THE DRAWINGS AS SOD, THIS SHALLMEAN SOLID SOD COVERAGE PER SPECIFICATIONS.F.CONTRACTOR TO PROVIDE METAL PLANTING BED EDGING FORALL AREAS WHERE TURF AREAS ADJOIN PLANTING BEDS.G.FOR PLANTING LEGEND AND DETAILS SEE PLANTING DETAILS.H.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TURF TOALL AREAS DAMAGED FROM CONSTRUCTION RELATEDACTIVITIES BEYOND THOSE INDICATED ON THE PLANTINGAND/OR CIVIL ENGINEERING PLANS AT NO ADDITIONAL COST TOTHE OWNER.TREE INVENTORY LISTID #LOCATIONSPECIESDIA. (INCH)CONDITIONSTATUSTREATMENTMITIGATION01Gates BoulevardOak36"FAIR02Gates BoulevardOak30"FAIR03Gates BoulevardOak25"04Gates BoulevardOak23"05Gates Boulevard Oak36"06Gates BoulevardOak42"07Gates BoulevardOak26"08DrivewayOak19"09101112131415161718192021PRESERVE__________FAIRFAIRFAIR___________________________________PRESERVE_______________________________________________________DrivewayOak27"DrivewayOak16"DrivewayOak26"DrivewayOak42"DrivewayOak36"DrivewayOak44"DrivewayCrepe Myrtle14"DrivewayCrepe Myrtle10"DrivewayCrepe Myrtle16"DrivewayOak41"DrivewayCrepe Myrtle14"DrivewayOak36"DrivewayOak24"FAIRFAIRFAIRFAIRFAIRFAIRFAIRFAIRFAIRPOORPOORPOORFAIRFAIRFAIRFAIRPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVESTUMPSTUMPSTUMPPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEREMOVEREMOVEREMOVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVEPRESERVE_____A. EXISTING TREE SUMMERY B = 1 total number of street and parking lot trees required.VISITOR1 Island per 15 spaces with (1) type "A" or (2) type "B" tree forparking lots more than 20 spaces.2 - 4 INCHES 0 0EXISTINGTREESTOTAL TREECREDITSEXISTING TREE CALIPER5 - 12 INCHES 1 2OVER 12 INCHES 20 60TREECREDIT 1 2 3 TREECREDITSTOTAL TREEPLANTEDCLASS "A" TREESREQUIRED# OFSPACES24 1 N/A 1 TOTALTREE CREDITS 62ROW REQUIRED EXISTING PROPOSED STREET NAME(LIN. FT)TREES TREE CREDITS TREESGATES BOULEVARD 434 10 10 0PARKING LOT PERIMETER 405 16 16 0TOTALLIN. FTCLASS "A"TREE REQUIREDEXISTINGTREE CREDITSTOTAL PLANTEDTREESPARKING LOTC. PARKING LOT TREES :D. TOTAL TREE REQUIREMENT:E. SHRUBS : (PARKING LOT SCREEN)One (1) shrub per linear feet of parking edge at adjoining public R.O.W..Shrubs must be a minimum size of two (2) gallons, 3 Feet Height; 3 FT O.C..required along each side of the parking lot.Total Shrubs Provided: 275B. STREET TREES: Length of property line in lineal feet as measured along all sides of the property fronting on a public street(s). Lineal feet of property / 40 = Total Street Trees.1 tree per 25 linear feet of parking edge towards public ROW spacesVISITOR 300 12 12 0EMPLOYEE 705 28 28 0TOTALPARKING LOT 405 135 135TOTALLIN. FTTOTAL SHRUBSREQUIREDTOTAL SHRUBSPLANTEDVISITOR 300 100 130EMPLOYEE 705 235 275TOTALBOTANICAL NAMECLASSTREESABR.COMMON NAMESIZE / SPACINGSHRUBS/GROUND COVERST1ULMUS PARVIFLORA 'ALLEE'ALLEE ELM100 GAL. CONTAINERSODCYNODON DACTYLONCOMMON BERMUDASOLID SODS1 ILEX CORNUTA ‘BURFORDII NANA’ DWARF BURFORD HOLLY 3 GAL. @ 30"O.C.S2 MYRICA PUSILLA DWARF WAX MYRTLE 3 GAL. @ 36"O.C.LAWN / GRASSTURF CYNODON DACTYLON COMMON BERMUDA HYDROMULCHG1 ARDISIA JAPONICA JAPANESE ARDISIA 1 GAL. @ 18" O.C.G2 DIANELLA TASMANICA 'VARIEGATA' VARIEGATED FLAX LILLY 1 GAL. @ 18" O.C.T2CERCIS CANDENSIS 'TEXENSIS'TEXAS REDBUD100 GAL. CONTAINERS3 PINEAPPLE GUAVA FEIJOA SELLOWIANA 3 GAL. @ 36"O.C.S4 LITTLE JOHN DWARF BOTTLE BRUSH CALLISTEMON RIGIDUS 'LITTLE JOHN' 3 GAL. @ 24"O.C.1.ONE ROW OF SOLID SOD TYPICAL.2.METAL EDGING. SEE PLANTING DETAIL #10, SHEET L2.1.3.6 FT DIA X 3" HARDWOOD BARK MULCH TREE RING. SEE PLANTINGDETAIL #9 SHEET L2.1.4.SHOVEL EDGE. SEE PLANTING DETAIL #9, SHEET L2.1.5.12" WIDE CONCRETE BAND. SEE PLANTING DETAIL #6, SHEET L2.1.6.TREE PROTECTION FENCING. SEE PLANTING DETAIL #2, SHEET L2.1.EXISTING TREE STUMP TO BE REMOVEDTREE IDENTIFICATION LEGEND(NOT TO SCALE)EXISTING TREE TO REMAINTREE PRESERVATION FENCETREE ID NUMBERHARDWOOD BARK MULCH TREE RING01A.CONTRACTOR SHALL SEEK PRIOR APPROVAL FROM THE ARBORIST, CITY URBAN FORESTOR, AND CITY'S REPRESENTATIVE PRIOR TO INITIATION OF TREE REMOVALAND/OR TREE PROTECTION ACTIVITIES WITHIN THE PROJECT SCOPE OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF HOUSTON.B.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT NO DAMAGE TO EXISTING TREES TO BE PROTECTED AND/OR THOSE THAT HAVE THEIR TRUNKSOUTSIDE OF THE PROJECT LIMITS BUT HAVE SIGNIFICANT BRANCH OVERHANG INTO THE PROJECT LIMITS.C.THE CONTRACTOR SHALL NOT, AT ANY TIME, PARK CONSTRUCTION VEHICLES, MATERIALS, OR EQUIPMENT INSIDE OF THE TREE PROTECTION ZONE (TPZ) OF TREESTO BE PROTECTED.D.SEE TREE PRESERVATION DETAILS AND SPECIFICATIONS FOR DISPOSITION AND CONDITIONAL TREATMENT OF TREES NOTED ON THE DRAWINGS.E.ALL NOTED TREES ON DRAWINGS MAY REQUIRE ADDITIONAL CONDITIONAL TREATMENT OTHER THAN NOTED ON THE PLANS. SEE TREE INVENTORY AND TREEPRESERVATION DETAILS.F.CONTRACTOR TO PROVIDE WATER, TREATMENT FOR BORERS AND OTHER INSECTICIDE TREATMENTS FOR TREES TO BE PRESERVED AS NEEDED PER ARBORISTSRECOMMENDATION. (INCIDENTAL TO SPECIFICATION 02915 AND NOT PAID FOR SEPARATELY.)G.ALL TREE MITIGATION MATERIALS AND LABOR REQUIRED TO PROVIDE AND INSTALL THE PROPOSED TREES SHALL BE INCIDENTAL TO SPECIFICATION 02915 - TREEPLANTING.H.CONTRACTOR TO EXERCISE CAUTION WHEN WORKING AROUND ALL EXISTING TREES REGARDLESS OF SPECIFIC MEASURES THAT ARE NOTED ON THESE PLANSAND DETAILS AT ALL TIMES AND TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS.I.TREE PRESERVATION FENCING AS NOTED ON DRAWINGS ON ALL SIDES. SEE SPECIFICATIONS FOR TREE PRESERVATION PROCEDURES.J.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUND OR NEAR EXISTING TREES, EVEN IF THEY DO NOT REQUIRE TREE PROTECTION FENCING.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.K.TREES TO BE REMOVED SHALL BE STUMP GROUND TO +/- 1'-0" BELOW FINISHED GRADE, SEE THIS SHEET FOR TREE PROTECTIVE FENCING.L. BACKFILL CONCRETE FOUNDATION TO BE REMOVED WITH APPROVED BACKFILL MATERIALS, SEE SPECIFICATIONS.M.CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND REMOVE AS SPECIFIED. QUANTITIES INDICATED ON DRAWINGS ARE FOR REFERENCE PURPOSES ONLY.N.PROPOSED SPECIMEN TREES TO BE PRESERVED SHALL BE PROTECTED FOR A DISTANCE OF 1'-0" PER 1" OF TREE CALIPER AS MEASURED 2' ABOVE FINISHEDGRADE AWAY FROM THE TREE (EXAMPLE: IF A 48" CALIPER TREE IS TO BE SAVED, ITS PROTECTED ROOT ZONE DIAMETER SHALL BE 48' OR GREATER). NO CUTTING,FILLING OR OTHER DISTURBANCES OF EXISTING GRADE SHALL OCCUR IN THIS AREA WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT OR OWNER'SREPRESENTATIVE.O.ROOT PRUNE EXISTING TREES AS NEEDED WHEN ROOTS ARE ENCOUNTERED DURING CONSTRUCTION . (SEE TREE PRESERVATION SPECIFICATION)P.CALIPER IS MEASURED AS THE DIAMETER OF THE TRUNK AT 48" ABOVE THE GROUND SURFACE FOR TREES LARGER THAN 6" DIAMETER.VISITOR(25 SPACES)H H T F S S T T PALCO LINE LOT 1, BLOCK 4, RANGE "I"N O R T H W E S T E R L Y R . O . W . L I N E 156.0'129.5' 7.7'94.0'7.1'44.1'4.7'S 36°46'25" W 548.72'5.0'5.0'C C 4333456789101112141518192021134EMPLOYEE(13 SPACES)84S1TURFTURFTURFTURFTURFPHASE LINEPHASE LINEPHASE LINESODSODSODPHASE LINEPHASE LINESOD SODSODB O U N D R Y B O U N D R YTURFTURFDOUBLE ROW62S1DOUBLE ROW138S2DOUBLE ROWFIRE LANE4SODSOD1716121T1142G170S3DOUBLE ROWSODSODSOD4342233211161166616SOD161SOD52ANIMAL SHELTER FACILITY21S421G214G2DOUBLE ROWSINGLE ROW11111EXISTING BUILDINGPROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTPROJECT NUMBERCITY OF PORTARTHUR -ANIMAL SERVICES3615 GATES BLVD,PORT ARTHUR, TX77642CITY OF PORT AUTHORCopyright © 2023444 4th St, PortArthur, TX 77640T (409) 983-8100PGAL2203№.DATEDESCRIPTIONT: 713-722-8897 F: 713-722-8048M2L ASSOCIATES, INC.8955 KATY FWY, SUITE 300HOUSTON, TX 77024Landscape Architecture Land Planning U rban DesignM2LOCT-26-2023MICHAEL P. MAUER10/26/2023ISSUE FOR PERMIT AND BIDPLANTINGPLAN1 OF 1L1.1NPLANTING LISTPLANTING- GENERAL NOTESPLAN NOTESTREE PRESERVATION- GENERAL NOTESTREE INVENTORY LISTPLAN LEGENDLANDSCAPE ZONE ORDINANCE PLANTING LIST1NOT TO SCALE3NOT TO SCALENOT TO SCALESHRUB & GROUNDCOVER SPACING45MACHINE TRANSPLANTED TREENOT TO SCALESHRUB & GROUNDCOVER PLANTING6TREE LODGE POLENOT TO SCALE7TREE TIE8BARK MULCH RING WITH SHOVEL EDGE9NOT TO SCALENOT TO SCALENOT TO SCALE12" CONCRETE PLANTING BANDMETAL EDGING10NOT TO SCALEPROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTPROJECT NUMBERCITY OF PORTARTHUR -ANIMAL SERVICES3615 GATES BLVD,PORT ARTHUR, TX77642CITY OF PORT AUTHORCopyright © 2023444 4th St, PortArthur, TX 77640T (409) 983-8100PGAL2203№.DATEDESCRIPTIONT: 713-722-8897 F: 713-722-8048M2L ASSOCIATES, INC.8955 KATY FWY, SUITE 300HOUSTON, TX 77024Landscape Architectu re Land Planning U rban DesignM2LOCT-26-2023MICHAEL P. MAUER10/26/2023ISSUE FOR PERMIT AND BIDPLANTINGDETAILS1 OF 1L2.1NOT TO SCALE2TREE PROTECTION FENCEBOTANICAL NAMECLASSTREESABR.COMMON NAMESIZE / SPACINGSHRUBS/GROUND COVERST1ULMUS PARVIFLORA 'ALLEE'ALLEE ELM100 GAL. CONTAINERSODCYNODON DACTYLONCOMMON BERMUDASOLID SODS1 ILEX CORNUTA ‘BURFORDII NANA’ DWARF BURFORD HOLLY 3 GAL. @ 30"O.C.S2 MYRICA PUSILLA DWARF WAX MYRTLE 3 GAL. @ 36"O.C.LAWN / GRASSTURF CYNODON DACTYLON COMMON BERMUDA HYDROMULCHG1 ARDISIA JAPONICA JAPANESE ARDISIA 1 GAL. @ 18" O.C.G2 DIANELLA TASMANICA 'VARIEGATA' VARIEGATED FLAX LILLY 1 GAL. @ 18" O.C.T2CERCIS CANDENSIS 'TEXENSIS'TEXAS REDBUD100 GAL. CONTAINERS3 PINEAPPLE GUAVA FEIJOA SELLOWIANA 3 GAL. @ 36"O.C.S4 LITTLE JOHN DWARF BOTTLE BRUSH CALLISTEMON RIGIDUS 'LITTLE JOHN' 3 GAL. @ 24"O.C.DETAIL NOTES:1. 1/2" CHAMFER ALL EDGE.2. HAND TOOLED JOINTS @ 4'-0" O.C.3. PLANTING BED.4. #3 REBAR @ 18" O.C.5. (2) #3 REBAR CONTINOUS.6. 3,000 PSI CONCRETE.7. EXISTING ROADWAY CURB8. 1/2" EXPANSION JOINT W/SEALANT.1456182723A. BAND @ ROADWAY CURBB. BAND @ PLANTING BED45612" or 18"SEE DRAWINGS5" 6" 5" 6"12" or 18"SEE DRAWINGS1DETAIL NOTES:1. TURF2. 12" CONCRETE PLANTING BAND, SEE DETAIL #8 THIS SHEET3. PLANT MATERIAL4. 4" HARDWOOD BARK MULCH TOP DRESSING5. PLANTING MIX (SEE SPECIFICATIONS)6. UNDISTURBED SUBGRADENOTE:FOR PLANT SPACING SEEPLANTING SCHEDULE56234DEPTH VARIES. SEE SPECIFICATIONSDETAIL NOTES:SPECIFIED ARBORTIE GREEN STAKING AND GUYING MATERIAL IS TO BE FLAT WOVEN POLYPROPYLENEMATERIAL. 3/4" WIDE 900LB. BREAK STRENGTH. ARBORTIE SHALL BE FASTENED TO STAKES IN A MANNERWHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE.DETAIL NOTES:1.3/4" WIDE GREEN, FLAT WOVENPOLYPROPYLENE ARBORTIE2.FOLD ENDS OF ARBORTIE BACK.SECURE TO STAKE WITH 1" GALV.ROOFING NAIL OR USE A KNOT.3.LODGE POLE4.TREE TRUNKTOP DOWNELEVATION1323441222DETAIL NOTES:1. CENTER OF SHRUB OR GROUND COVER2. CURB, WALL, PAVEMENT OR EDGE OF PLANTING BED12SPACINGPLANTS/S.F. 6”4.61 9”1.7812”1.1515”0.7318”0.5024”0.2830”0.1836”0.1248”0.07SEE PLANT SCHEDULEFOR EXACT DIMENSIONSONE FULL PLANT SPACING INTERVAL SPACING AS NOTEDSPACING AS NOTEDSP A C I N G A S N O T E D 82712X CONTAINERDIAMETER96DETAIL NOTES:1.TREE TIE DETAIL, SEE DETAIL #2 ATTACHED.2.FORM RESERVOIR OF MULCH AND NATIVESOIL (3" MIN./6" MAX. HEIGHT)3.SET TOP OF ROOT FLARE ±3" ABOVEFINISHED GRADE4.UNDISTURBED SUB-GRADE (TYPICAL).5.PROVIDE 1'-0" TALL X 3'-0" DIA. COMPACTEDSOIL LEDGE FOR ROOT BALL (SCARIFYBOTTOM AND SIDES OF TREE PIT).6.PLANTING MIXTURE, SEE SPECIFICATIONS.7.4" (MIN.) MULCH TOP DRESSING8.2"ØX8' LONG LODGE POLE PLACED AMINIMUM OF 12" FROM EXCAVATED HOLE. (2PER TREE FOR 45 GAL. AND UNDER AND 3PER TREE FOR 65 GAL. AND OVER)9.ROOTBALL, SCARIFY AND LOOSEN ROOTS.SET TOP OF BALL/CONTAINER ± 2" ABOVEFINISHED GRADE.4VERIFY W / LANDSCAPE DRAINAGE PLAN FG± 33" 12"5FG31234DETAIL NOTES:1. PRUNE 30% OF ALL BRANCHING UNDER 1/2" CALIPER & REMOVE ALL DEAD & CROSS BRANCHING2. ADD SAND AS NEEDED DURING MAINTENANCE PERIOD3. FORM RESERVOIR OF CLAY LOAM SOIL (3" MIN./6" MAX.) HEIGHT4. WASH SAND INTO ALL VOIDS BETWEEN ROOT BALL AND EXISTING SOIL5. UNDISTURBED SOIL6. 3" MULCH TOP DRESSING7. SET ROOT BALL ±3" ABOVE FINISHED GRADE8. TREE BUBBLER SET ABOVE MULCH. SEE IRRIGATION DETAILS.ROOT BALLFG DEPTH VARIES18" MIN. 60" MAX. WIDTH VARIES48" MIN.96" MAX.6758DETAIL NOTES:1. PLANT MATERIAL2. HARDWOOD BARK MULCH3. SHOVEL CUT BED EDGE AT 45°-90° ANGLE, 6" DEEP4. FINISH GRADE AT TURF5. PLANTING BED MEDIA6. UNDISTURBED SUBGRADE1562345DETAIL NOTES:1. PLANT MATERIAL2. MULCH3. PERMALOCK ALUMINUM EDGING (CLEANLINE - BLACK ANODIZED OR EQUAL)4. TURF5. STAKE PER MFR. RECOMMENDATION6. PLANTING BED MEDIA7. UNDISTURBED SUBGRADE11" MAX. EXPOSED HEIGHTABOVE FINISHED GRADE672341/2"DETAIL NOTES:1. PLASTIC STRAP TIES, 4 PER FENCE POST AS SHOWN2. 4'-0" HIGH VISIBILITY, ORANGE, PLASTIC MESH FENCE3. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE4. 5/8" DIA. x 6'-0" TALL FIBERGLASS POSTS OR APPROVED EQUAL (6' GALVANIZED STEEL T-POST ALTERNATIVE)5. 6 MIL PLASTIC BARRIER (ON CURB SIDE OF FENCE, ONLY APPLICABLE WHERE NEW PAVEMENT AND/OR CURBING IS BEING INSTALLED)6. FINISH GRADE7. BACKFILLED 6"X6" TRENCH WITH PLASTIC BARRIER8. UNDISTURBED SUB-GRADE4'-0" MIN2'-0" MIN 1'-0"34856126" MAX6"124576FRONT VIEWEND VIEWNEWPAVEMENT H H T F S S T T PALCO LINE LOT 1, BLOCK 4, RANGE "I"N O R T H W E S T E R L Y R . O . W . L I N E 156.0'129.5' 7.7'94.0'7.1'44.1'4.7'S 36°46'25" W 548.72'5.0'5.0'C C PHASE LINEPHASE LINEPHASE LINEPHASE LINEPHASE LINE G A T E S B L V D .ANIMAL SHELTER FACILITYM 2.0" MAINLINE211.75.75.75.75.75.75.75.75.75.751.01.501.501.501.01.01.25.75.75.751.25.751.0.75.75.751.251.01.01.01.01.02.0" MAINLINE2.0" MAINLINE2.0" MAINLINE.75.75.75.75270°.75.751.01.01.01.25CCONTROLLER NOTECOORDINATE WITH LANDSCAPE ARCHITECTOR OWNER'S REPRESENTATIVE ON THEFINAL LOCATION OF THE IRRIGATIONCONTROLLER.CONNECTION NOTECOORDINATE WITH LANDSCAPE ARCHITECTOR OWNER'S REPRESENTATIVE ON THELOCATION OF THE WATER METER, TAP ANDBACKFLOW ASSEMBLY.P.O.C2.0 " M A I N L I N E 2. 0 " M A I N L I N E 23456789111312110.75.75.751MSHRUB POP-UP SPRAYSYMBOL DESCRIPTIONTREE BUBBLER (2 BUBBLERS PER TREE)DRIP VALVEPRESSURE REGULATING VALVE1" QUICK COUPLER WITH VALVE KEYLINE SIZED BRASS GATE VALVEPRESSURE MAINLINE 18" MIN. COVERLATERAL LINE 12" MIN. COVERSCH 40 PVC SLEEVESIZED PER PLANSCONTROLLERBACKFLOW DEVICENEW 2" WATER METERDRIP IRRIGATIONSLEEVE LEGENDPROPOSED 6" SCH 40PVC SLEEVEPROPOSED 4" SCH 40PVC SLEEVEC121.ALL PIPE LOCATIONS AND IRRIGATION EQUIPMENT ARE SHOWN DIAGRAMMATIC. ITIS INTENDED THAT THE EQUIPMENT BE PLACED IN THE LANDSCAPE RESERVE.CONTRACTOR SHALL MODIFY THE LAYOUT AS NECESSARY TO REFLECT THE ACTUALSITE CONDITIONS AND PROVIDE HEAD TO HEAD COVERAGE IN ALL AREAS.2.IRRIGATION CONTRACTOR IS TO VERIFY THE CONDITIONS AND LOCATIONS OF ALLEXISTING IRRIGATION EQUIPMENT ALONG ROADWAY PRIOR TO BEGINNINGROADWAY CONSTRUCTION.3.HEADS MARKED WITH AN 'F' ARE FIXED RISER HEADS4.IRRIGATION HEADS TO BE LOCATED 1'-0" FROM B.O.C. UNLESS OTHERWISE NOTED.MVFWATER TAP DIAGRAMDIAGRAMATIC ONLY / NOT TO SCALEEXISTING SITE WATER NEW LINE SIZEDISOLATION VALVENEW BACKFLOWPREVENTION DEVICESEE DETAILS FOR SIZE/TYPESCH 40 PVC IRRIGATIONMAINLINE SIZE PER PLANSMASTER VALVEFLOW SENSORIRRIGATIONMAINLINE LOOPNEW COPPERSERVICE LINETAPM2" WATER METER1SPRAY1.0"9.62DRIP1.0"2.53SPRAY1.0"11.24ROTOR1.5"24.0* DISCHARGE PIPE INTO ARE DRAIN 6" BELOW GRATE TOALLOW TO FLOW INTO POND.VALVEDESCRIPTIONVALVE ZONENO.SIZEGPM5SPRAY1.0"18.06ROTOR1.5"39.07SPRAY1.0"16.08ROTOR1.5"21.09SPRAY1.0"16.811ROTOR1.5" 7.612ROTOR1.5"13.513ROTOR1.5"11.710SPRAY1.0" 3.41.CONTRACTOR TO PROVIDE, UNDER THIS CONTRACT, ALLIRRIGATION EQUIPMENT INCLUDING , BUT NOT LIMITED TO ALLPERMITS AND FEES, BACKFLOW ASSEMBLIES, METER, VALVES,HEADS, LATERAL & MAIN LINES, AND MISC. EQUIPMENT2. SEE SHEET L4.1 AND L4.2 FOR IRRIGATION DETAILS AND NOTES.3.CONTRACTOR TO PROVIDE ALL MISCELLANEOUS BORINGSUNDER SIDEWALKS AND OTHER PAVED SURFACES.PLAN LEGEND (SEE IRRIGATION DETAILS)VALVE CHARTPROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTPROJECT NUMBERCITY OF PORTARTHUR -ANIMAL SERVICES3615 GATES BLVD,PORT ARTHUR, TX77642CITY OF PORT AUTHORCopyright © 2023444 4th St, PortArthur, TX 77640T (409) 983-8100PGAL2203№.DATEDESCRIPTIONT: 713-722-8897 F: 713-722-8048M2L ASSOCIATES, INC.8955 KATY FWY, SUITE 300HOUSTON, TX 77024Landscape Architecture Land Planning U rban DesignM2LOCT-26-2023MICHAEL P. MAUER10/26/2023ISSUE FOR PERMIT AND BIDIRRIGATIONPLAN1 OF 1L3.1NIRRIGATION - GENERAL NOTESPLAN NOTESWATER TAP DIAGRAMNOT USED 6531IRRIGATION NOTESNOT TO SCALEQUICK COUPLING VALVENOT TO SCALENOT TO SCALENOT TO SCALE2IRRIGATION LEGENDNOT TO SCALESLEEVING DIAGRAM9NOT TO SCALEPOP-UP SPRAY BODY8REMOTE CONTROL VALVENOT TO SCALETREE BUBBLERTHRUST BLOCK7IRRIGATION CONTROL WIRE TABLENOT TO SCALEEXPANSION STUB4NOT TO SCALE10PROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTPROJECT NUMBERCITY OF PORTARTHUR -ANIMAL SERVICES3615 GATES BLVD,PORT ARTHUR, TX77642CITY OF PORT AUTHORCopyright © 2023444 4th St, PortArthur, TX 77640T (409) 983-8100PGAL2203№.DATEDESCRIPTIONT: 713-722-8897 F: 713-722-8048M2L ASSOCIATES, INC.8955 KATY FWY, SUITE 300HOUSTON, TX 77024Landscape Architectu re Land Planning U rban DesignM2LOCT-26-2023MICHAEL P. MAUER10/26/2023ISSUE FOR PERMIT AND BIDIRRIGATIONPLAN1 OF 2L4.110854321DETAIL NOTES: 1. FINISH GRADE (SHRUB/G.C.) 2. 12"X17" VALVE BOX WITH PURPLE COVER (ADD RISERS TO BOX AS NECESSARY TO BRING COVER TO FINISH GRADE AS SPECIFIED IN #1 AND #3) 3. FINISH GRADE (TURF) 4. QUICK-COUPLING VALVE ONE-PIECE BODY WITH 1" INLET AND 1-1/4" KEY OUTLET. MUST HAVE PURPLE CAP STATING: "NON POTABLE WATER, DO NOT DRINK" 5. 1"Ø PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) 6. SCH. 80 KBI SWING JOINT 7. 1" MECHANICAL ISOLATION VALVE 8. 1" PVC (TEE OFF MAINLINE) 9. BRICK BASE (1 OF 2)10. PVC SCH. 40 TEE W/CAP OR ELL11. 3/8" Ø WASHED PEA GRAVEL (6 INCHES MIN.)12. 24" #4 REBAR STAKE WITH S.S. GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM.671112NOTE:FURNISH FITTINGS AND PIPING NOMINALLYSIZED IDENTICAL TO NOMINAL QUICKCOUPLING VALVE INLET SIZE.93" 1"314131DETAIL NOTES:1.FINISH GRADE/TOP OF PLANTINGBED OR TURF2.CHRISTY ID TAG, OR APPROVEDEQUAL3.WATER PROOF EPOXYCONNECTION (1 OF 2)4.VALVE BOX WITH COVER-APPROX.10"X14"X15" DEEP OR AS NEEDEDFOR EASY ACCESS/REMOVAL OFVALVE. USE EXTENSIONS IFNECESSARY TO ALLOW FORCLEARANCE BELOW VALVE.5.24 VOLT AC SOLENOID6.REMOTE CONTROL VALVE7.PVC SCH 80 NIPPLE (LENGTH ASREQUIRED)8.PVC SCH 80 ELL9.BRICK (1 OF 4 AT EACH CORNER)10.SCH 80 NIPPLE (2-INCH LENGTH,HIDDEN) AND SCH 40 ELL11.PVC SCH 80 TEE OR ELL12.4" MIN. OF 3/8" WASHED PEAGRAVEL13.PVC SCH 80 MALE ADAPTER14.PVC MAINLINE PIPE15.PVC LATERAL PIPE16.30-IN LINEAR LENGTH OF WIRECOILED (±5 WRAPS AROUND A 2"PVC)241615512678910111.CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS ANDSITE PRIOR TO COMMENCING WITH ANY WORK UNDER THIS CONTRACT2.PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT THELANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS.3.PLANS AS SHOWN ARE DIAGRAMMATIC ONLY. ALL IRRIGATION VALVES, MAINLINES, QUICKCOUPLERS, HEADS, ETC., ARE TO BE PLACED IN PLANTING OR TURF AREAS. GATE VALVESAND REMOTE CONTROL VALVES SHALL BE PLACED IN SHRUB AREAS WHENEVER POSSIBLEOR IN DESIGNATED SLEEVES.4.EXTREME CARE SHALL BE EXCERSIZED IN EXCAVATING AND WORKING NEAR EXISTINGUTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL EXISTINGUTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE AS PART OF THISWORK.5.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFTAND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL RECEIPT OF"CERTIFICATE OF SUBSTANTIAL COMPLETION".6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM ASILLUSTRATED ON THE DRAWINGS WHEN FIELD ANALYSIS REVEALS OBSTRUCTIONS, GRADEDIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS, THAT MIGHT NOT HAVE BEENCONSIDERED IN THE ENGINEERING OF THE SYSTEM. SUCH OBSTRUCTIONS ORDIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OROWNER'S REPRESENTATIVE IN A TIMELY MANNER. THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY COSTS RELATED TO REVISING OR ALTERING THE SYSTEM INTHE EVENT THAT SUCH NOTIFICATION IS NOT CARRIED OUT.7.USE GLUE JOINTS IN ALL SECTIONS OF MAINLINE PIPE THAT PASS THROUGH SLEEVESUNDER PAVEMENT.8.CONTRACTOR SHALL FLUSH AND ADJUST THE SYSTEM FOR OPTIMUM PERFORMANCEPRIOR TO REQUEST FOR "CERTIFICATE OF SUBSTANTIAL COMPLETION". THIS SHALLINCLUDE RECALCULATING THE PRESSURE AT PRESSURE REGULATING VALVES TO OBTAINOPTIMUM PERFORMANCE.9.CONTRACTOR SHALL CONSULT WITH THE LANDSCAPE ARCHITECT ON THE FINALLCOATION OF THE BACKFLOW PREVENTER AND IRRIGATION CONTROLLER PRIOR TOINSTALLATION.10.ALL EQUIPMENT SHALL CONFORM TO APPLICABLE STATE, CITY AND COUNTY IRRIGATIONAND PLUMBING CODES.11.REFER TO THE SPECIFICATIONS FOR ADDITIONAL SYSTEM, PRODUCT, AND INSTALLATIONINFORMATION AND REQUIREMENTS.C1"25.0 GPH15.0 GPMMA2aALL SWING JOINTS SHALL BEPREMANUFACTURED FLEXIBLE POLYTUBING UNLESS OTHERWISE NOTEDON THE DETAILS. NO CONTRACTORASSEMBLED SWING JOINTS WILL BEACCEPTED.FHMVFG.FLOWDETAIL NOTES: 1. LOOP COMMON WIRE THROUGH BOX. 2. VALVE I.D. TAG 3. 10"Ø VALVE BOX 4. 30-IN LINEAR LENGTH OF CONTROL WIRE COILED (±5 WRAPS AROUND A 2" PVC) W / WATER PROOF WIRE NUT 5. LINE SIZED PVC SCH. 40 PVC RISER. (GLUE CAP IN PLACE) 6. BRICK SUPPORTS (2 PER VALVE BOX) 7. 6" PEA GRAVEL SUMP 8. SCH. 40 PVC 90° ELBO 9. IRRIGATION MAINLINE PIPE EXTENSION (SIZED PER PLANS)10. 'T' FITTING FROM IRRIGATION MAINLINE PIPE533'-0" (MIN.)416782109DETAIL NOTES: 1. UNDISTURBED SOIL. 2. CONCRETE THRUST BLOCK (TYP.) 3. PIPE (TYP.) 4. FITTING (TYP.) 5. REBAR BENT AROUND FITTING (TYP.)2121AA342134 21534123490° ELLTEE45° ELL45° ELL (VERTICAL)SECTION A-ATHRUST BLOCK NOTES:A. MINIMUM THRUST BLOCK AREAS ARE BASED ON A SOIL BEARING CAPACITY OF 3,000 LBS/SF.B. ALL THRUST BLOCKS SHALL EXTEND INTO UNDISTURBED SOIL.PIPESIZE2"3"4"5"+TEE, 90°BENDDEAD END1 SF1 SF1.5 SF2 SF45°, 22.5°.5 SF.5 SF1 SF1.5 SFMINIMUM THRUST BLOCK AREAIRRIGATION PIPE34*EXPANSION WIRE NOTES:A. MINIMUM OF 2 EXPANSION/EXTRA CONTROL WIRES PER CONTROLLERB. RUN WIRES TRHOUGH VALVE BOXES PER DETAIL #4, SHEET L801C. CONTRACTOR MUST PERFORM CONTINUITY TEST IN THE PRESENCE OF LANDSCAPE ARCHITECT.DESCRIPTIONGUAGECOLORGROUND/COMMON16WHITECONTROL14REDMASTER VALVE16 BLUEEXPANSION*14YELLOWDETAIL NOTES:1. FINISH GRADE/TOP OF MULCH2. POP-UP SPRAYBODY: SEE PLAN AND LEGEND FOR SPECIFIC MODELS3. SWING JOINT ASSEMBLY, SEE LEGEND FOR SPECIFIC TYPE4. LATERAL TEE OR ELL5. PVC LATERAL PIPE (SIZE PER PLANS)6. WALK, CURB, WALL, ETC.2112" @ STREETEDGES6" TYP.3546DETAIL NOTES:1. PAVING2. TRENCH3. SLEEVES- SIZE PER PLANS4. PVC CAP (6" MIN. ABOVE GRADE)5. PROVIDE PERMANENT PAVEMENT MARKERS FOR SLEEVE LOCATIONS ON CURB OR ADJACENT PAVEMENT SURFACES.6. PVC RISER PIPE7. PVC ELBOW63CROSS SECTIONLONGITUDINAL SECTION647F.G.111'-6" MIN.18" MIN.18"-24" MAX.4" MIN. CLEAR556"3274DETAIL NOTES: 1. MULCH. 2. GRATED CAP (ABOVE MULCH SURFACE) 3. BUBBLER NOZZLE (SEE LEGEND FOR TYPE AND SIZE) 4. CHECK VALVE 5. ROOT INTRUSION BARRIER (DO NOT FILL WITH SOIL, MULCH OR GRAVEL) 6. LATERAL TEE OR ELL 7. PVC LATERAL PIPE (SIZED PER PLANS) 8. SWING JOINT ASSEMBLY, SEE LEGEND FOR SPECIFIC TYPE 9. ROOT BALL SOIL RESERVOIR.26314758NOTE:DO NOT COVER CAP WITH MULCH OR SOIL.9F.G.F.G.F.G.F.G.MULCHOFTOPTOP OF MULCH 41IRRIGATION CONTROLLERNOT TO SCALENOT TO SCALENOT TO SCALE2REGULAR BED TUBING LAYOUTNOT TO SCALENOT TO SCALE611NOT TO SCALEDRIP TUBING CONNECTION103 DRIP CONTROL VALVE ASSEMBLY5NOT TO SCALE9GATE VALVENOT TO SCALENOT TO SCALENOT TO SCALE7812NOT TO SCALENOT TO SCALEPOPUP SPRAY HEADPROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTPROJECT NUMBERCITY OF PORTARTHUR -ANIMAL SERVICES3615 GATES BLVD,PORT ARTHUR, TX77642CITY OF PORT AUTHORCopyright © 2023444 4th St, PortArthur, TX 77640T (409) 983-8100PGAL2203№.DATEDESCRIPTIONT: 713-722-8897 F: 713-722-8048M2L ASSOCIATES, INC.8955 KATY FWY, SUITE 300HOUSTON, TX 77024Landscape Architectu re Land Planning U rban DesignM2LOCT-26-2023MICHAEL P. MAUER10/26/2023ISSUE FOR PERMIT AND BIDMAINLINE TRENCHIRRIGATIONPLAN2 OF 2L4.2NOTE:CONTRACTOR TO PROVIDEAND/OR COORDINATE ALLELECTRICAL CONNECTIONREQUIREMENTS FOR THISCONTROLLER UNDER THISCONTRACT.DETAIL NOTES:1. RAIN BIRD ESP-LXD OUTSIDE WALL MOUNT CONTROLLER (SIZED PER PLAN & LEGEND)2. 1-INCH PVC SCH 40 CONDUIT) AND FITTINGS3. WIRES TO REMOTE CONTROL VALVES ANDSENSOR4. 1/2" SCH40 PVC CONDUIT TO POWER SUPPLY5. JUNCTION BOX13245WALLESP-LXDAUTODATE / TIMESTARTRUNWATER DAYSWEATHER DELAYSEASONAL ADJUSTFLOWMANUALOFFTIMERSTIMESSENSORWATERING DETAIL NOTES:1. START CONNECTION2. TEE CONNECTION3. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV, SEE IRRIGATION PLAN FOR SIZE4. PVC SUPPLY HEADER, SIZE AS NOTED ON PLANS5. DRIP TUBING LATERAL, SEE IRRIGATION LEGEND6. CROSS CONNECTION7. 1" PVC OR POLY EXHAUST HEADER123456147991011 8. LINE FLUSHING VALVE PLUMBED TO PVC OR POLY 9. BLANK DRIP TUBING (@ 50' O.C.)10. AIR / VACUUM RELIEF VALVE, LOCATE AT HIGH POINT OF ZONE11. PERIMETER LATERALS 6" FROM HARD EDGE12. TREE OPENING IN DRIP LINE13. TREE/PALM, SEE PLANTING PLANS14. AREA PERIMETER15. ECO INDICATOR, SEE DETAIL 11, THIS SHEET121315142" MINUMUMCLEARFLOWFG11213569 8. 6" DEEP PEA GRAVEL SUMP 9. PVC OR POLY LATERAL PIPE (SIZE PER PLANS)10. MAINLINE (SIZE PER PLANS)11. BRICK SUPPORT (1-EACH CORNER)12. PVC SCH 40 TEE AND/OR ELL13. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)14. REMOTE CONTROL VALVE (SIZE PER PLANS)127DETAIL NOTES: 1. 12"X18" VALVE BOX (MIN) 2. CONTROLER STATION ID TAG 3. 30-IN LINEAR LENGTH OF WIRE COILED (±5 WRAPS AROUND A 2" PVC) 4. M X F I.P.S. COUPLING 5. PRV (LINE SIZED - PER PLANS) 6. SCH 80 UNION (LINE SIZED - PER PLANS) 7. DISC FILTER (LINE SIZED - PER PLANS)4362108FG1/2" MIN. CLEAR111DETAIL NOTES:1. DRIP EMMITER TUBING2. 3/4"MALE ADAPTER3. 3/4"MALE X 1/2"FEMALE REDUCTION BUSHING4. PVC TEE (SXSXT)5. PVC LATERAL (OR EXHAUST HEADER)2345DETAIL NOTES:1. FINISH GRADE2. TRENCH (BACKFILLED WITH COMPACTED NATIVE SOIL)3. UNDISTURBED SOIL4. WASHED BANK SAND5. IRRIGATION MAINLINE6. CONTROL WIRE(S) WITH 2" MINIMUM SEPARATION FROM MAINLINE AND TRENCH EDGES. (LOCATE BELOW MAINLINE FOR PROTECTION)354613"3" 2'-0" MIN.23"17DETAIL NOTES:1. FINISH GRADE (SHRUB/G.C.)2. LINE SIZE GATE VALVE3. 9"Ø VALVE BOX WITH COVER (ADD RISERS AS NECESSARY TO BRING COVER TO FINISH GRADE AS SPECIFIED IN #1 AND #4.)4. FINISH GRADE (TURF)5. PVC SCH. 80 MALE ADAPTER6. PVC MAINLINE (SIZED PER PLANS)7. 3/8" Ø WASHED PEA GRAVEL (6 INCHES MIN.)8. BRICK BASE (1 OF 2)52346683" 1"DETAIL NOTES:1. FINISH GRADE/TOP OF MULCH2. POP-UP SPRAYBODY: SEE PLAN AND LEGEND FOR SPECIFIC MODELS3. SWING JOINT ASSEMBLY, SEE LEGEND FOR SPECIFIC TYPE4. LATERAL TEE OR ELL5. PVC LATERAL PIPE (SIZE PER PLANS)6. WALK, CURB, WALL, ETC.2112" @ STREETEDGES6" TYP.3546 1 PRESENTATION 3D VIEW SHEET LIST Sheet Number Sheet Name S001 3D VIEW AND SHEET LIST S101 GENERAL STRUCTURAL CRITERIA S102 GENERAL STRUCTURAL CRITERIA S200 FOUNDATION PLAN S201 LOADING PLAN S301 DRILLED PIER & PLINTH SCHEDULE & DETAILS S302 GRADE BEAM SCHEDULE AND DETAILS S401 TYPICAL FOUNDATION DETAILS (PEMB) S402 FOUNDATION DETAILS (PEMB) S504 TYPICAL COLD FORMED METAL FRAMING DETAILS S505 TYPICAL CMU DETAILS NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:33 PMS001 3D VIEW AND SHEET LIST PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 1. STRUCTURAL ABBREVIATIONS ACI ADJ ADJACENT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AASHTO AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX APPROXIMATE(LY) AR ANCHOR ROD ARCH ARCHITECTURAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING MATERIALS AWS AMERICAN WELDING SOCIETY BM BEAM (MILD REINFORCE) BC BOTTOM CHORD BLDG BUILDING BOD BOTTOM OF DECK BOT BOTTOM BT BASE PLATE BRG BEARING BS BOTH SIDES C CHANNEL, COMPRESSION CAMB CAMBER CIP CAST IN PLACE CL CENTER LINE CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINUOUS BPL BENT PLATE CPL CAP PLATE CS CARBON STEEL CSJ CONSTRUCTION JOINT CTJ CONTROL JOINT D DEPTH DET DETAIL DF DRILLED FOOTING DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DN DOWN DO DITTO DWG DRAWING DWL DOWEL E EAST EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL(LY) EW EACH WAY EXIST EXIST EXP EXPANSION FD FLOOR DRAIN F.F.E.FINISH FLOOR ELEVATION FOUNDATIONFND FAR SIDEFS FEET, FOOTFT FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM HORIZ HORIZONTAL HP HIGH POINT HR HOUR HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IN INCHES JT JOINT K KIPS, JOIST SERIES L SPAN, LEFT, STEEL ANGLE Ld DEVELOPMENT LENGTH LG LENGTH, LONG LH LEFT HAND LL LIVE LOAD LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT LW LONG WAY MATL MATERIAL MAX MAXIMUM MC MOMENT CONNECTION, MISC CHANNEL MECH MECHANICAL MFG(S)MANUFACTURER(S) MID MIDDLE MISC MISCELLANEOUS ML MATCH LINE MO MASONRY OPENING MS MILD STEEL MT STRUCTURAL TEE CUT FROM MISC STEEL NORTH NORTH NIC NOT IN CONTRACT NO.NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE PL PLATE PLF POUNDS PER LINEAR FOOT PLUMBINGPLUMB PROJECTIONPROJ POUNDS PER SQUARE INCHPSI POUNDS PER SQUARE FOOTPSF RIGHT, RISER, RADIUSR ROOF DRAINRD REFERRE REFERENCEREF REINFORCEMENT (D), (ING), (MENT)REINF REQUIREDREQD REVISIONREV RIGHT HANDRH ROUGH OPENINGRO SOUTH, SLABS SCHEDULE(D)SCHED STEEL DECK INSTITUTESDI SECTIONSECT SQUARE FEETSF SHEETSHT SIMILARSIM STEEL JOIST INSTITUTESJI SLOPESL SPACESPA SPECIFICATION(S)SPEC(S) SQUARESQ STANDARDSTD STIFFENERSTIF STIRRUPSTIR STEELSTL STRUCTURALSTR TOP, TENSIONT TOP & BOTTOMT & B TONGUE AND GROOVET & G TEMPERATURETEMP THICK(NESS)THK TOP OF CONCRETETOC TOP OF FOOTINGTOF TOP OF LEDGETOL TOP OF PANELTOP TOP OF STEELTOS TOTALTOT TOP OF WALLTOW TREAD(S)TRD(S) TOP OF JOISTTOJ TYPICALTYP UNDERWRITERS LABORATORYUL UNIFORMUNF UNLESS OTHERWISE NOTEDUON BEAM END SHEARV VERTICAL BRACEVB VERTICALVERT WALL, EST, WIDTH, WIDE FLANGEW WITHW/ WIND LOAD, WATER LEVEL, WORKING LINE WL WATER PROOF, WORKING POINTWP KB KNEE BRACE EOD EDGE OF DECK EOS EDGE OF SLAB 2. STRUCTURAL LEGEND SECTION OR DETAIL REFERENCE (DRAWN AS DETAIL 1 ON SHEET S101) SECTION OR DETAIL REFERENCE (DRAWN AS DETAIL 1 ON SHEET S101) 1 S101 S101 1 CF1 CONTINUOUS WALL FOOTING MARK A BASEMENT WALL MARK BASE PLATE MARK RETAINING WALL MARK BW1 [BP1] RW1 PLINTH MARK COLUMN MARK SPREAD FOOTING MARK PRECAST CONCRETE PANELP1 2 C1 P1 STRUCTURAL STEEL COLUMN SPLICE TYPE F1 STRAIGHT SHAFT DRILLED PIER/FOOTING24/24B1 GB1 1B1 MILD REINFORCED CONCRETE BEAM MARK J1 MILD REINFORCED CONCRETE JOIST MARK DECK SPAN DIRECTION OF A MILD REINFORCED CONCRETE SLAB WITH MAIN REINFORCING MARK S1 DECK SPAN DIRECTION OF 5 1/2" THICK CONCRETE SLAB W/ TYPE 1 STEEL DECK SPAN DIRECTION OF A BARE STEEL DECK TYPE 2 WITH NO CONCRETE TOPPING 20KSP SPECIAL OPEN WEB K SERIES STEEL JOIST, SEE PLAN NOTES FOR LOADING REQUIREMENTS W27X84 <24'-0">STANDARD AISC ROLLED SHAPE OF W27X84 AT ELEVATION 24'-0" FROM DATUM W27X84 c=1"STANDARD AISC ROLLED SHAPE OF W27X84 WITH 1" UPWARD CAMBER W27X84 c=1"STANDARD AISC ROLLED SHAPE OF W27X84 WITH 20 KIPS BEAM END SHEAR20K20K W27X84 (10)STANDARD AISC ROLLED SHAPE OF W27X84 WITH 10 HEADED SHEAR CONNECTORS EQUALLY SPACED W27X84 (10, 6, 12)STANDARD AISC ROLLED SHAPE OF W27X84 WITH 28 HEADED SHEAR CONNECTORS EQUALLY SPACED FROM LEFT TO RIGHT AS 10 CONNECTORS / 6 CONNECTORS / 12 CONNECTORSBEAMBEAM BEAM CONNECTED TO A ROLLED SHAPE COLUMN WITH A STANDARD WELDED MOMENT CONNECTION STANDARD AISC ROLLED SHAPE BEAM 10K1 STANDARD 'K' SERIES JOIST STEEL ANGLE BACK TO BACK STANDARD STEEL PIPE HOLLOW STRUCTURAL SECTION STANDARD ROLLED CHANNEL DIAMETERØ NUMBER (BAR SIZE)# SQUARE 6"SLAB DEPRESSION AND AMOUNT ELEVATION OF DATUM DIM DIMENSION TO FACE, COLUMN GRID OR CENTER LINE 45° 00' 00"ANGLE IN DEGREES, MINUTES AND SECONDS 1 REVISION MARK B BUILDING GRID LINES "2" AND "B" W27X84 (-2 1/2)STANDARD AISC ROLLED SHAPE OF W27X84 AT -2 1/2" FROM LEVEL ELEVATION 1.INTERNATIONAL BUILDING CODE, 2015 EDITION. 2.AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10, AS AMENDED. 3.AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318, AS AMENDED. 4.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, 15TH EDITION (ASD), 2005, AS AMENDED. 5.AMERICAN WELDING SOCIETY (AWS). 6.STEEL JOIST INSTITUTE (SJI), STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS. 7.STEEL DECK INSTITUTE (SDI), DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS, AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL DISTRIBUTION. 8.AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. SUPERIMPOSED LOADS ARE GIVEN IN POUNDS PER SQUARE FOOT (PSF). BUILDING AREA C.GRAVITY LOADS: LIVE LOAD (PSF) 0 DEAD LOAD (PSF) 100 B.BUILDING CODES AND DESIGN STANDARDS: THE STRUCTURE AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS AND DESIGN STANDARDS TO SUPPORT THE FINAL BUILDING SERVICE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL SUPPORTS FOR THE STRUCTURE IF NECESSITATED BY THE CONSTRUCTION SEQUENCE OR METHODS OF FABRICATION, HANDLING, ERECTION, AND OTHER CONSTRUCTION OPERATIONS. A.DESIGN CONCEPT: 3. STRUCTURAL CONCEPT, STANDARDS AND LOADS 1. SLAB ON GRADE 20206. ROOF 7. MECHANICAL AREAS 10 150(**) 1.WIND LOADS FOR AN ULTIMATE WIND SPEED OF 141 MPH 3-SECOND GUST, WITH EXPOSURE B AND A RISK CATEGORY II (ASCE 7-10 METHOD) 2.COMPONENT AND CLADDING PRESSURES ARE AS FOLLOWS: D.LATERAL DESIGN LOADS: a.RE: IBC 2015 FOR DESCRIPTION OF CORNER, PERIMETER & FIELD. b.POSITIVE PRESSURES ARE PRESSURES ACTING TOWARD THE BUILDING. c.NEGATIVE PRESSURES ARE PRESSURES ACTING AWAY FROM THE BUILDING. d.VALUES ABOVE ARE FOR ULTIMATE WIND PRESSURES. THE ASD FACTOR FOR NOMINAL PRESSURES IS 0.6. e. THE CORNER ZONE IS DEFINED AS ANY WALL DISTANCE WITHIN 6'-10"OF ANY CORNER OF THE BUILDING (a = 6'-10") F.GROUND SNOW LOADS: 5 PSF G:SPECIAL LOADS: 1. STAIR TREADS, RAILING AND GUARDRAILS: ITEM REQUIRED CAPACITY TREADS TOP RAILS OTHER RAILS, FILLERS & CONNECTIONS HAND RAILS 300 POUNDS AT CENTER 50 PLF HORIZONTALLY (DISTRIBUTED) 50 PSF HORIZONTALLY (DISTRIBUTED) 200 POUNDS ANY DIRECTION E.SEISMIC CRITERIA: 1. IMPORTANCE FACTOR: .....................................................................................1.00 2. RISK CATEGORY: ............................................................................................... II 3. MAPPED SPECTRAL RESPONSE ACCELERATIONS: a. Ss: ............................................................................................................0.082 b. S1: ............................................................................................................0.044 4. SITE CLASS: ........................................................................................................ D 5. SPECTRAL RESPONSE COEFFICIENTS: a. SDS: ........................................................................................................ 0.087 b. SD1: ........................................................................................................ 0.07 6. SEISMIC DESIGN CATEGORY: ......................................................................... B 7. BASIC SEISMIC FORCE-RESISTING SYSTEM: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DESIGNED FOR SEISMIC RESISTANCE) 8. DESIGN BASE SHEAR: ...................................................................................... 0.029W 9. SEISMIC RESPONSE COEF. (Cs): .....................................................................0.029 10. RESPONSE MODIFICATION FACTOR (R): ..................................................... 3.0 11. ANALYSIS PROCEDURE USED: .................................... EQUIVALENT LATERAL FORCE PROCEDURE **EQUIPMENT WEIGHT IF LARGER H: WIND STORM CRITERIA: 1. BUILDING TYPE: BUSINESS 2. BASIC WIND SPEED 141 MPH (3 SECOND GUST); EXPOSURE B 3. COUNTY: JEFFERSON I. RAIN LOAD: 4.6 IN/HR TYPE TRIBUTARY AREA PRESSURES (PSF) CORNER PERIMETER FIELD WALLS 10 FT 2 10 FT 2 +32.7, -43.6 - ROOF +16.0, -90.3 +32.7, -35.5 2. PIPE LOADS WITH WATER: SIZE WEIGHT MAX. SPACING OF HANGERS 4" DIA. 17 PLF 10'-0" 6" DIA. 32 PLF 10'-0" 8" DIA. 50 PLF 10'-0" 10" DIA. 75 PLF 5'-0" 12" DIA. 102 PLF 5'-0" VALUES ASSUME SCHEDULE 40 STEEL PIPE +16.0, -60.0 +16.0, -35.8 WALLS 100 FT2 100 FT2ROOF +27.9, -34.0 +27.9, -30.6 +16.0, -38.8 +16.0, -38.8 +16.0, -32.7 A.CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT ALL STAGES. B. THESE NOTES APPLY TO STRUCTURAL DOCUMENTS SEALED BY THE STRUCTURAL ENGINEER AND ARE INTENDED TO BE COMPLEMENTARY TO AND USED IN CONJUNCTION WITH THE PLANS AND SPECIFICATIONS, INCLUDING THOSE PREPARED BY OTHER DISCIPLINES. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT/STRUCTURAL ENGINEER IMMEDIATELY. ANY SUCH DISCREPANCIES SHALL BE RESOLVED TO THE MORE STRINGENT REQUIREMENTS, UNLESS OTHERWISE AUTHORIZED BY THE STRUCTURAL ENGINEER. C. ANY DISCREPANCIES ON THE STRUCTURAL DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/STRUCTURAL ENGINEER PRIOR TO SUBMISSION OF BIDS OR PROPOSALS, OR IF NOT REASONABLE DISCERNABLE DURING PREPARATION OF BIDS AND PROPOSALS, BEFORE COMMENCING THE WORK IN QUESTIONS. NO FIELD CHANGES OR DIVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER. NO CHANGE ORDER CONSIDERATION WILL BE GIVEN TO CHANGES FOR WHICH THE ARCHITECT AND/OR ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONSTRUCTION, INCLUDING EXISTING WORK, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHALL BE REPORT IMMEDIATELY TO THE ARCHITECT/STRUCTURAL ENGINEER. E.ALL PROPOSED SUBSTITUTIONS MUST BE EQUAL OR BETTER AND SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER PRIOR TO ANY PERTINENT WORK AND PRIOR TO THE AWARD OF THE CONTRACT. F.NOT ALL OPENINGS AND OTHER COMPONENTS THAT ARE REQUIRED HAVE BEEN SHOWN IN THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF ALL CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS AND OTHER PROJECT REQUIREMENTS. FLOOR PLAN WILL BE FURNISHED FOR THAT PURPOSE. 4. GENERAL NOTES FOR CONSTRUCTION G.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN REINFORCED CONCRETE BEAMS, SLABS AND WALLS. H.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS, INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM OPENING DETAILS FOR REVIEW. I.ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM OPENING DETAILS MAY BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS. J. USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE EQUIPMENT ANCHORAGE AND DETAILS. K.ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW. L.HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. M.ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW ARE TO BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS SHOWN ON THE BUILDING ELEVATION SHEETS OR AS REVIEWED IN WRITING. N.SHOP DRAWINGS 1.THE TERM "SHOP DRAWINGS" INCLUDES FABRICATION, MANUFACTURING, ERECTION AND SETTING DRAWINGS, BROCHURES, CERTIFICATES, AND PRODUCT DATA DESCRIBING MATERIALS AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE ALL PERTINENT INFORMATION REQUIRED FOR THE ENGINEER TO FULLY EVALUATE THE MATERIALS BEING REPRESENTED BY THE SUBMITTAL INCLUDING THE PHYSICAL PROPERTIES, DIMENSIONS, LOCATIONS AND METHOD OF INSTALLATION. 2.SHOP DRAWINGS WILL BEAR THE REVIEW STAMP OF THE CONTRACTOR INDICATING THAT HE HAS REVIEWED THE DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS; COORDINATED ITEMS INCLUDED IN THE SUBMITTAL WITH RELATED ITEMS; AND VERIFIED AND COORDINATED DIMENSIONS. 3.REPRODUCTIONS OF THE ENGINEERING DRAWINGS WILL NOT BE ACCEPTABLE AS SHOP DRAWINGS. 4.ANY SHOP DRAWING NOT CONFORMING TO THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION AND WILL BE RETURNED WITHOUT ANY FURTHER ACTION. 5. STRUCTURAL SUBMITTALS REQUIRED FOR APPROVAL INCLUDE, BUT ARE NOT LIMITED TO: CONCRETE ACCESSORIES (MANUFACTURERS PRODUCT DATA) STEEL REINFORCING CONCRETE MIX DESIGN CONTROL JOINT LAYOUT CONCRETE MATERIAL CERTIFICATES STRUCTURAL STEEL FRAMING STRUCTURAL STEEL CONNECTION CALCULATIONS STEEL ROOF DECK COLD FORMED METAL FRAMING COLD FORMED METAL FRAMING CALCULATIONS MISC. STEEL FABRICATIONS 6. DELEGATED STRUCTURAL DESIGN OF COMPONENTS: A. SEE APPLICABLE SECTIONS OF GENERAL NOTES FOR THE APPROPRIATE DESIGN RESPONSIBILITIES OF THE SUPPLIER AND IT'S LICENSED ENGINEER BAR SIZE GRADE 60 6000 #8 #9 #10 #11 #7 #4 #5 #3 #6 3000/3500 50004000 40003000/3500 5000 6000 Ld FOR TOP BARS 28 DAY CYLINDER CONCRETE STRENGTH (PSI) Ld FOR BOTTOM BARS 3500 NORMAL WEIGHT 2. SLAB-ON-GRADE BUILDING COMPONENT 1. DRILLED PIERS 3000 4000 28 DAY CYLINDER COMPRESSIVE STRENGTH POUNDS PER SQUARE INCH(PSI) A. CONCRETE SCHEDULE: 22 29 36 43 63 72 81 89 98 19 25 31 37 54 62 70 78 85 17 23 28 34 49 56 62 69 76 16 21 26 31 45 51 57 63 70 17 22 28 33 48 55 62 69 76 15 19 24 29 42 48 54 60 66 13 17 22 26 38 43 48 53 59 12 16 20 24 34 39 44 49 54 SLUMP (IN) MAX AGGREGATE SIZE (IN) W/C RATIO 5. CONCRETE 28 DAY CYLINDER CONCRETE STRENGTH (PSI) B.PROVIDE DEFORMED NEW BILLET STEEL BARS CONFORMING TO ASTM A615, GRADE 60. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN PLACE; PROVIDE ADDITIONAL BARS OR STIRRUPS FOR SUPPORT AS REQUIRED. C.WELDED WIRE FABRIC SHALL CONSIST OF FLAT SHEETS AND SHALL CONFORM TO ASTM A185, WITH A MINIMUM YIELD STRENGTH OF 65.0 KSI D.PROVIDE FULL EMBEDMENT WITH STANDARD 90 DEGREE HOOKS FOR ALL DOWELS. IF NOT OTHERWISE SPECIFIED, THE DOWEL SIZE AND SPACING SHALL BE THE SAME AS THE MAIN REINFORCING. E.WHEN REINFORCING STEEL IN GRADE BEAMS, WALLS, SLABS AND BEAMS, IS NOTED AS CONTINUOUS, SPLICE REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES. F.PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH THE SIZE, TYPE AND SPACING OF THE WALL AND GRADE BEAM HORIZONTAL REINFORCING. G.UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE, PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE H. BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS. H.REINFORCING BAR DEVELOPMENT LENGTHS (Ld) IN INCHES FOR VARIOUS CONCRETE STRENGTHS IN POUNDS PER SQUARE INCH (PSI). TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING SO PLACED IN A MEMBER THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE BAR. ALL OTHER CONDITIONS ARE CONSIDERED BOTTOM BARS FOR DEVELOPMENT AND SPLICE LENGTH PURPOSES. 1.WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE SHALL GOVERN THE LAP LENGTH UNLESS SPECIFICALLY NOTED. 2.WELDED OR MECHANICAL SPLICES CAPABLE OF DEVELOPING 125% OF THE BAR YIELD STRENGTH MAY BE USED IN LIEU OF THE LAPS. SUCH SPLICES MAY BE EITHER FULL BUTT WELDS OR SERIES "C CADWELDS OR EQUAL." J.AT LAP SPLICES, PROVIDE LAP SPLICE LENGTHS FOR REINFORCING BARS 1.3 TIMES THE Ld SHOWN IN TABLE IN NOTE H ABOVE. K.THE GENERAL NOTES, LAP LENGTHS OR DETAILS PERTAINING TO REINFORCING STEEL AS SHOWN ON THE DETAIL SHEETS OR OTHER SCHEDULES SHALL SUPERSEDE THE NOTES SHOWN ON THIS SHEET. L.PROVIDE THE FOLLOWING COVER FOR CAST-IN-PLACE CONCRETE REINFORCING. 1.UNFORMED SURFACES IN CONTACT WITH EARTH: 3 INCHES 2.UNFORMED SURFACES OVER MOISTURE BARRIER: 2 INCHES 3.FORMED SURFACES EXPOSED TO EARTH OR WEATHER a.#6 AND LARGER: 2 INCHES b.#5 AND SMALLER: 1 1/2" INCHES 4.FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER a.SLABS AND WALLS: 3/4 INCHES b.BEAMS AND COLUMNS 1 1/2 INCHES 5-71 1/2"0.55 4-61" 0.50 3. GRADE BEAMS AND PLINTHS 4. ALL OTHER CONCRETE 4-61" 0.50 4-61" 0.52 6. EXCAVATION, BACKFILLING & FOUNDATIONS A.A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS, PERFORMED BY TOLUNAY-WONG ENGINEERS, INC. DATED JULY 20, 2023 REPORT NO. 141899 IS AVAILABLE FOR REVIEW. B. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION SO THAT PONDING OF WATER DOES NOT OCCUR IN THE BUILDING AREA. C. SUB-GRADE PREPARATION . 1. PERFORM DEMOLITION OF EXISTING STRUCTURES AS REQUIRED BY THE GEOTECHNICAL REPORT. THE ENTIRE VOLUME OF THE EXCAVATIONS CREATED BY DEMOLITION AND REMOVAL OF EXISTING STRUCTURES SHOULD BE BACKFILLED WITH ENGINEERED (SELECT) FILL THAT IS PROPERLY PLACED AND COMPACTED. 2. EXCAVATE EXISTING SOILS AS REQUIRED TO REMOVE ALL EXISTING VEGETATION, ROOTS AND DELETERIOUS MATERIALS FROM THE PROPOSED BUILDING AREA, AND AS REQUIRED BY GEOTECHNICAL REPORT. THE CLEARING SHOULD EXTEND BEYOND THE BUILDING EDGES. ONCE ROUGH GRADE IS ESTABLISHED, THE EXPOSED SURFACE SHOULD BE PROOF-ROLLED. ANY SOFT POCKETS OF SOFT OR WEAK SOILS ENCOUNTERED SHOULD BE REMOVED. BUILD BUILDING PAD AS REQUIRED BY GEOTECHNICAL REPORT. 3. BUILDING PAD UNDER SLAB ON GRADE SHALL BE PREPARED TO PROVIDE AN OWNER APPROVED PVR OF 1" OR LESS BASED ON RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT. D.FOUNDATIONS HAVE BEEN DESIGNED FOR ALLOWABLE PRESSURE OF 2,800 PSF E.REFER TO THE GEOTECHNICAL EXPLORATION FOR ADDITIONAL INFORMATION. 7. METAL BUILDING SYSTEM LOADS A. PROVIDE METAL BUILDING SYSTEM CAPABLE OF WITHSTANDING THE EFFECTS OF GRAVITY LOADS AND THE FOLLOWING LOADS AND CONDITIONS INDICATED. B. ENGINEER METAL BUILDING SYSTEMS ACCORDING TO PROCEDURES IN THE METAL BUILDING MANUFACTURER'S ASSOCIATION (MBMA), METAL BUILDING SYSTEMS MANUAL. 1. DESIGN LOADS AS NOTED IN "STRUCTURAL CONCEPT, STANDARDS AND LOADS 2. ROOF LIVE LOAD: 20 PSF (REDUCIBLE) 3. WIND LOADS AS SPECIFIED IN "STRUCTURAL CONCEPT, STANDARDS AND LOADS". 4. COLLATERAL LOADS: INCLUDE ADDITIONAL DEAD LOAD FOR SUSPENDED BUILDING SYSTEMS: 3 PSF MINIMUM WHEN NOT SUPPORTING CEILING. USE 6 PSF WHEN SUPPORTING CEILING BUT NO FIRE SPRINKLER SYSTEM. USE 10 PSF WHEN SUPPORTING CEILING AND FIRE SPRINKLER SYSTEM. 5. DEFLECTION CRITERIA: MAIN FRAMES LATERAL (DRIFT): -METAL PANEL FINISH .........................................H/100 -PLASTER/STUCCO FINISH..................................H/360 -BRICK FINISH........................................................H/400 MAIN FRAMES VERTICAL: -NOT SUPPORTING CEILING...............................L/180 -SUPPORTING NON PLASTER CEILING.............L/240 -SUPPORTING PLASTER/STUCCO FINISH.........L/360 BEARING FRAME RAFTER: -NOT SUPPORTING CEILING..............................L/180 -SUPPORTING NON PLASTER CEILING.............L/240 -SUPPORTING PLASTER/STUCCO FINISH.........L/360 ENDWALL COLUMNS: -METAL PANEL FINISH..........................................L/120 -PLASTER/STUCCO FINISH .................................L/360 -BRICK FINISH ......................................................L/600 ROOF PANELS:....................................................................L/120 WALL PANELS: ....................................................................L/60 PURLINS: -NOT SUPPORTING CEILING ..............................L/180 -SUPPORTING NON PLASTER CEILING ............L/240 -SUPPORTING PLASTER/STUCCO FINISH ........L/360 GIRTS: LATERAL -METAL PANEL FINISH ........................................L/120 -PLASTER/STUCCO FINISH/THIN SET BRICK ...L/360 -BRICK FINISH .......................................................L/600 CRANE SUPPORTING COLUMNS(DRIFT) : ......................H/100* RAIL BEAMS VERTICAL: -CLASS A,B,C CRANES .......................................L/600* -CLASS D CRANES ...............................................L/800* -CLASS E AND F CRANES ...................................L/1000* RAIL BEAM LATERAL: ........................................................L/400* * MINIMUM OR HIGHER IF REQUIRED BY CRANE MANUFACTURER, G.C./PEMB MANUFACTURER TO COORDINATE WITH OWNER AND CRANE MANUFACTURER. BRICK LINTEL VERTICAL AND LATERAL ..........................L/600 C. THE METAL BUILDING MANUFACTURER SHALL SUBMIT FOR REVIEW AND PERMIT APPLICATION, THE ANCHOR BOLT LAYOUT, STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS STAMPED A LICENSED ENGINEER IN THE STATE THAT THE BUILDING IS BEING CONSTRUCTION, A MINIMUM OF THREE WEEKS BEFORE SCHEDULED FOUNDATION CONSTRUCTION. D. THE METAL BUILDING MANUFACTURER SHALL REVIEW THE MECHANICAL AND ARCHITECTURAL DRAWINGS AND DESIGN THE STRUCTURE TO SUPPORT ALL HANGING LOADS INCLUDING, BUT NOT LIMITED TO: MECHANICAL UNITS, OPERABLE PARTITIONS, CEILING FANS, CRANES, CURTAIN WALL SYSTEMS, SPRINKLER PIPES, ETC. E. PEMB MANUFACTURER RESPONSIBLE FOR ALL MISCELLANEOUS STEEL TO SUPPORT HANGING LOADS INCLUDING, BUT NOT LIMITED TO: MECHANICAL UNITS, OPERABLE PARTITIONS, CEILING FANS, CRANES, CURTAIN WALL SYSTEMS, SPRINKLER PIPES, ETC. B.EMPLOYMENT OF A TESTING LABORATORY IN NO WAY RELIEVES THE CONTRACTOR OF ANY OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C.CONTRACTOR RESPONSIBILITIES: 1.DELIVER TO LABORATORY AT DESIGNATED LOCATION ADEQUATE SAMPLES OF MATERIALS PROPOSED TO BE USED WHICH REQUIRE TESTING, TOGETHER WITH PROPOSED MIX DESIGNS. 2.COOPERATE WITH LABORATORY PERSONNEL AND PROVIDE ACCESS TO WORK AND TO MANUFACTURER'S FACILITIES. 3.PROVIDE INCIDENTAL LABOR AND FACILITIES TO PROVIDE ACCESS TO WORK TO BE TESTED, TO OBTAIN AND HANDLE SAMPLES AT THE SITE OR AT SOURCE OF PRODUCTS TO BE TESTED, TO FACILITATE TEST AND INSPECTIONS AND FOR STORAGE AND CURING OF TEST SAMPLES. 4.NOTIFY LABORATORY OF MATERIAL SOURCES AND FURNISH NECESSARY QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS PROPOSED FOR USE WHICH ARE REQUIRED TO BE TESTED. 5.NOTIFY ARCHITECT AND LABORATORY 24 HOURS PRIOR TO EXPECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING SERVICES. 6.ADVISE LABORATORY IN A TIMELY FASHION TO COMPLETE REQUIRED INSPECTION AND TESTING PRIOR TO SUBSEQUENT WORK BEING PERFORMED. 7.PAY FOR ALL SUBSEQUENT RE-TESTING OF PRODUCTS OR SYSTEMS FOUND TO BE DEFECTIVE OR OTHERWISE NOT IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS. REMOVE REJECTED PRODUCTS AND REPLACE WITH PRODUCTS OF SPECIFIED QUALITY. D.SPECIAL INSTRUCTIONS: 1.THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF CONSTRUCTION LISTED IN THIS SECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE INSPECTIONS BEING PERFORMED TO THE SATISFACTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER PROJECTS SIMILAR IN NATURE. 2.THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, GEOTECHNICAL REPORT AND THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1704. 3.THE FOLLOWING ITEMS REQUIRE INSPECTION BY THE SPECIAL INSPECTOR: REFERENCED STANDARD FREQUENCY STRUCTURAL / REINFORCING STEEL: HIGH STRENGTH BOLTING BEARING TYPE CONNECTIONS PERIODIC SLIP CRITICAL CONNECTIONS CONTINUOUS WELDING OF STRUCTURAL STEEL FULL PENETRATION GROOVE WELDS CONTINUOUS MULTI-PASS FILLET WELDS CONTINUOUS SINGLE-PASS FILLET WELDS > 5/16"CONTINUOUS SINGLE-PASS FILLET WELDS <=5/16"PERIODIC FLOOR AND DECK WELDS PERIODIC WELDING OF REINFORCING STEEL WELDABILITY OF STEEL, OTHER THE ASTM A706 PERIODIC SHEAR REINFORCEMENT CONTINUOUS OTHER REINFORCEMENT PERIODIC INSPECTION OF STEEL FRAME AND JOISTS DETAILS SUCH AS BRACING AND STIFFENING PERIODIC MEMBERS SIZES AND LOCATION PERIODIC APPLICATION OF CONNECTION DETAIL PERIODIC CONCRETE CONSTRUCTION REINFORCING STEEL PERIODIC RANDOMLY @ 20% CONCRETE MIX DESIGN PERIODIC EACH CONCRETE POUR SAMPLING OF FRESH CONCRETE CONTINUOUS (SEE NOTE 1) MAINTENANCE OF SPECIFIED CURING TEMPS PERIODIC AND TECHNIQUES EACH POUR INSPECTION OF CONCRETE PLACEMENT FOR CONTINUOUS PROPER APPLICATION TECHNIQUES INSPECTION OF MAINTENANCE OF SPECIFIED PERIODIC CURING TEMPERATURE AND TECHNIQUES DRILLED & EPOXIED ANCHORS EACH APPLICATION (SEE NOTE 2) INSPECT FORMWORK FOR SHAPE, LOCATION PERIODIC AND DIMENSIONS SOILS (SLAB-ON-GRADE): VISUAL OBSERVATIONS PERIODIC PROOF ROLLING OBSERVATION CONTINUOUS MOISTURE CONDITIONING & RECOMPACTION CONTINUOUS OR PERIODIC, 1 DENSITY TEST FOR EACH 2,000 SF DURING FILL PLACEMENT CONTINUOUS OR PERIODIC EVALUATION OF IN PLACE DENSITY FILL CONTINUOUS OR PERIODIC PIERS: OBSERVE DRILLING OPERATIONS AND CONTINUOUS COMPLETE RECORD OF DRILLING VERIFY PLACEMENTS LOCATIONS AND CONTINUOUS PLUMBNESS, LENGTH, EMBEDMENT AND ADEQUATE BEARING STRENGTH CAPACITY CONFIRM PIER DIAMETER, REINFORCING STEEL -RE CONCRETE ABOVE NOTES: 1. PROVIDE A SET OF 4 FOR EVERY 75 CY OF BUT NOT LESS THAN 1 / 5,000 SF OF SLAB OR WALL SURFACE AREA. MONITOR SLUMP AND AIR CONTENT OF CONC. AND NOTIFY DELIVERY DRIVER IF SLUMP DEVIATES MORE THAN 1" FROM SPEC'D VALUE. 2. ALL DRILLED AND EPOXIED ANCHORS (REBAR, BOLTS, THREADED RODS ETC.) SHALL BE PULL TESTED TO 110% FOR NO LESS THAN 3 MIN. 3. ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS. 4. CORRECT DEFICIENCIES IN WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. 5. PROVIDE THE ENGINEER OF RECORD (EOR) COPIES OF ALL SPECIAL INSPECTIONS SO A SPECIAL INSPECTIONS REPORT CAN BE PREPARED FOR OBTAINING A CERTIFICATE OF OCCUPANCY. 9. INDEPENDENT TESTING LABORATORY & SPECIAL INSPECTIONS A.A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS, PERFORMED BY TOLUNAY-WONG ENGINEERS, INC. DATED JULY 20, 2023 REPORT NO. 141899 IS AVAILABLE FOR REVIEW. 8. COLD-FORMED METAL FRAMING: A. PROVIDE COLD-FORMED METAL FRAMING, INCLUDING TRUSSES, STUDS, JOIST, TRACK, RUNNERS, LINTELS, CLIP ANGLES, REINFORCEMENTS, SHOES, BLOCKING, AND BRIDGING, COMPLETE WITH ALL FASTENERS, AND ACCESSORIES NEEDED FOR A COMPLETE AND FINISHED INSTALLATION. B.THE STRUCTURAL DRAWINGS INDICATE THE GENERAL CONFIGURATION OF FRAMING FOR TYPICAL CONDITIONS ONLY. FINAL CONFIGURATION OF DETAILS AS WELL AS ALL SUPPLEMENTARY FRAMING TO OBTAIN THE ROOF PROFILES SHOWN ON THE PLANS SHALL BE AS DETERMINED BY DESIGN. C.COLD-FORMED METAL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) PUBLICATION: "SPECIFICATION FOR DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. PROVIDE STEEL FOR RAFTERS. JOISTS, STUDS AND ACCESSORIES CONFORMING TO ASTM A1003, GRADE 50, STRUCTURAL QUALITY STEEL SHEET FORMED TO 'C' SHAPES, UNPUNCHED WITH STIFFENED FLANGES. D.ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, GRADE C, WITH A MINIMUM YIELD STRENGTH OF 50 KSI FOR STUDS AND JOISTS AND GRADE A, 33KSI, FOR RUNNERS. ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A525, G-60, OR EQUIVALENT. TYPICAL. E.FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR BY WELDING. SCREWS AND WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. ALL WELDS SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT. F.SUBMIT SHOP DRAWINGS FOR ALL FRAMING PREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER, AND CALCULATIONS, SIGNED AND SEALED BY SAID ENGINEER, FOR REVIEW PRIOR TO ERECTION OF ANY COLD-FORMED METAL FRAMING. SHOP DRAWINGS SUBMITTED FOR REVIEW SHALL CONTAIN THE FOLLOWING FOR EACH: A. COMPLETE ERECTION DRAWINGS SHOWING LOCATION AND SPACING OF ALL FRAMING MEMBERS. B. SIZE AND GAGE OF ALL FRAMING MEMBERS. C. DETAIL DRAWINGS OF ALL PREFABRICATED ASSEMBLIES. D. LOADING CONDITIONS USED IN DESIGN. E. CALCULATED FORCES FOR ALL MEMBERS. F. ANCHORAGE DETAILS, CONNECTION DETAILS, SLICE DETAILS, TEMPORARY AND PERMANENT BRACING. G.TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. H.THE INFORMATION PROVIDED SHALL TAKE INTO ACCOUNT AND SHOW ALL SPECIAL DESIGN, FRAMING AND CONNECTION REQUIREMENTS SUCH AS AT CONCENTRATED LOADS, UNBALANCED OR UNSYMMETRICAL LOAD CONDITIONS, AND OTHER NON-TYPICAL FRAMING DETAILS. I.SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED. J.BLOCKING SHALL BE PROVIDED AT SUPPORTS WHERE JOISTS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. K.ABUTTING LENGTHS OF RUNNER TRACK SHALL BE BUTT-WELDED, SPLICED OR EACH LENGTH SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT. RUNNER TRACK SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. 1.RAFTERS AND HEADERS: VERTICAL DEFLECTION IS LIMITED TO 1/240 OF THE SPAN. 2.STUDS: HORIZONTAL DEFLECTION IS LIMITED TO 1/240 OF THE SPAN (TYPICAL); FOR BRICK VENEER 1/600 OF THE SPAN. 0.95 INCHES 0.95 INCHES 0.39 INCHES 3 3 3 SECTION MINIMUM THICKNESS lx (MOMENT OF INERTIA Sx (SECTION MODULUS) 6" TYPICAL JOISTS, RAFTERS 6" EXTERIOR STUDS 3 5/8" INTERIOR STUDS 0.056 INCHES 0.056 INCHES 0.045 INCHES 2.83 INCHES 2.31 INCHES 0.71 INCHES 4 4 4 M.MEMBER PERFORMANCE: L.PROVIDE MEMBERS WITH THE FOLLOWING MINIMUM SECTION PROPERTIES: 0.81 INCHES3RUNNER TRACK 0.045 INCHES 2.49 INCHES 4 50 KSI 50 KSI 33 KSI FY (YIELD STRENGTH) 33 KSI NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:34 PMS101 GENERAL STRUCTURAL CRITERIA PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 10. MASONRY A.CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY STRUCTURES", ACI 530.1/ASCE 6. MASONRY ALLOWABLE DESIGN STRESSES ARE BASED UPON REQUIRING NO SPECIAL INSPECTION. B.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1 MINIMUM FACE THICKNESS SHALL BE 1.25". ALL WALLS ARE LIGHT WEIGHT BLOCKS (105 PCF OR LESS). C.REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. ALL BOLTS USED FOR ANCHORAGE SHALL BE ASTM A307 HEADED BOLTS. D.MASONRY STRENGTH (F'M) AT 28 DAYS SHALL BE A MINIMUM OF 2,000 PSI. USE TYPE M OR S MORTAR. MASONRY UNITS SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2800 PSI. GROUT SHALL CONFORM TO ASTM C476. GROUT STRENGTH SHALL BE AT LEAST 2800 PSI. E.PROVIDE MORTAR BED OR WEB BETWEEN GROUTED BED AND HOLLOW CELL. USE FULL HEAD AND BED JOINTS. F.UNLESS SHOWN ON DETAILS, PROVIDE #9 LADDER OR TRUSS HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. PROVIDE 2-#5 AT ALL JAMBS AND ENDS OF WALLS. G.GROUT SOLID THE FIRST CELL ON EITHER SIDE OF DOOR OPENINGS, UNLESS OTHERWISE NOTED. PROVIDE 8" U-BLOCK CMU LINTEL WITH 8" BEARING EACH END; REINFORCE WITH (2) #4 BOTTOM. H.EMBED ALL BOLTS IN FULL GROUTED CELL. PLACE BOLTS IN SAME VERTICAL CELL AS REINFORCING IF POSSIBLE. MINIMUM EMBEDDED LENGTH IS ONE-HALF WIDTH OF CELL. I.UNLESS SHOWN ON DETAILS, PROVIDE (2) #5 HORIZONTAL REINFORCEMENT IN FULLY GROUTED CELL AT 8'-0" OC VERTICALLY. J.GROUT SOLID THE FIRST CELL ON EACH LEVEL & ROOF. REINFORCE WITH HORIZONTAL AS PER NOTE I. NOTES: 1. DEFINITIONS: "H" CLEAR WALL HEIGHT, FEET, BETWEEN CONNECTIONS TO STRUCTURE. "U.R." UNREINFORCED WALL (NO VERTICAL REINFORCEMENT IS REQUIRED, EXCEPT AS DETAILED ON DRAWINGS AT OPENINGS, ETC.). "N.A." NOT APPLICABLE, THICKER WALL REQUIRED FOR SPAN. 3. SPECIFIED REINFORCING STEEL SHALL BE PLACED IN CENTER OF WALL. (Fy=60 ksi) 4. SEE GENERAL NOTES AND SPECIFICATIONS FOR HORIZONTAL REINFORCING REQUIREMENTS. 5. THIS TABLE SHALL ONLY BE USED FOR VERTICALLY SPANNING C.M.U. WALLS. 6. SEE TYPICAL DETAILS FOR BRACING REQUIREMENTS AT THE TOP/ENDS OF THE WALL AND DOWELS TO THE STRUCTURE. REINFORCING STEEL SHALL BE CENTERED IN THE C.M.U. WALL BY USING BAR POSITIONERS AT 8'-0" O.C. VERTICALLY. 7. SPLICING OF VERTICAL STEEL: SEE TYPICAL DETAIL FOR REQUIRED LAP SPLICE LENGTHS. 8. FOR USE WITH PORTLAND CEMENT/LIME MORTAR. 10'-0" UNBRACED HEIGHT, FT 8" CMU6" CMU 10" CMU 12" CMU #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 40" OC REINFORCEMENT TABLE: NON-LOAD BEARING CMU WALL (CMU 2.0-60, 105 PCF) INTERIOR WALLS = 10 PSF 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 38'-0" 40'-0" #4 @ 32" OC #4 @ 24" OC #4 @ 16" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 40" OC #5 @ 32" OC #5 @ 32" OC #5 @ 24" OC #6 @ 32" OC #6 @ 24" OC #6 @ 24" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 48" OC #4 @ 40" OC #4 @ 32" OC #5 @ 40" OC #5 @ 32" OC #6 @ 32" OC #4 @ 48" OC #4 @ 48" OC #6 @ 24" OC #7 @ 32" OC #7 @ 32" OC #7 @ 32" OC #7 @ 32" OC 10'-0" UNBRACED HEIGHT, FT 8" CMU6" CMU 10" CMU #4 @ 24" OC #4 @ 16" OC #4 @ 32" OC #6 @ 16" OC EXTERIOR WALLS = 30 PSF 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" #4 @ 48" OC #4 @ 32" OC #5 @ 32" OC #5 @ 24" OC #5 @ 16" OC #6 @ 16" OC #6 @ 8" OC #4 @ 48" OC #4 @ 48" OC #4 @ 32" OC #5 @ 40" OC #5 @ 24" OC #6 @ 16" OC #7 @ 16" OC #7 @ 8" OC #8 @ 8" OC #5 @ 24" OC #5 @ 16" OC 2. IF THE UNBRACED WALL HEIGHT FALLS BETWEEN ANY TWO LIMITS LISTED IN THE TABLE, REINFORCEMENT FOR THE GREATER HEIGHT SHALL BE PROVIDED. EXAMPLE: IF UNBRACED HEIGHT = 15'-0" (FALLING BETWEEN 14'-0" AND 16'-0"), REINFORCEMENT FOR 16'-0" UNBRACED HEIGHT SHALL BE PROVIDED. A.PROVIDE 8" MINIMUM BEARING EACH END FOR CMU LINTELS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. LESS THAN 4'-8" 4'-8" BUT LESS THAN 5'-8" 5'-8" BUT LESS THAN 6'-8" GREATER THAN 6'-8" REINFORCING - 8" x 8" MASONRY OPENING U-BLOCK 8" x 8" 8" x 8" RE: PLAN FOR DETAILS (2) #6 (2) #4 (2) #5 11. CONCRETE MASONRY UNIT (CMU) LINTEL SCHEDULE 16" NOMINALNOMINAL DEPTH#3 AT 16"O.C. NOMINAL SCHEDULED TYPE A TYPE B TYPE C8" NOMINALGROUT FILL 16" NOMINAL1 1/2" CLEARNOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 2. PROVIDE 1" OF BEARING AT EACH JAMB FOR EACH FOOT OF CLEAR SPAN BUT NOT LESS THAN 7 5/8". REINFORCEMENT SHALL PROJECT A MINIMUM OF 6" ONTO THE BEARING. 3. MINIMUM MASONRY COMPRESSIVE STRENGTH OF GROUTED PRISM f'm=1500 psi. 4. LINTELS SCHEDULED AS 16" HIGH MAY BE EITHER TYPE "B" OR TYPE "C" AS DETAILED BELOW. 5. PRECAST CONCRETE LINTELS AS SHOWN MAY BE USED WITH ARCHITECT'S APPROVAL. MINIMUM f'c = 3000 psi. NOMINAL NOMINAL NOMINAL WIDTH SCHEDULED WIDTH SCHEDULED WIDTH WIDTH SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE FULL MORTAR BED. FULL MORTAR BED. GROUT FILL GROUT FILL SAME SCHEDULED REINFORCING AT TOP AND BOTTOM. PRECAST #3 AT 16"O.C. FULL MORTAR BED #3 @ 24" OC (MIN) FULL MORTAR BED NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:34 PMS102 GENERAL STRUCTURAL CRITERIA PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION№. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 5" THICK SLAB ON GRADE REINF W/ #4 @ 12" OC, EW RE: 1/S401 10 A M Q B K N P DATUM = 0'-0" 5" THICK SLAB ON GRADE REINF W/ #4 @ 12" OC, EW RE: 1/S401 DATUM = 0'-0" 5" THICK SLAB ON GRADE REINF W/ #4 @ 12" OC, EW RE: 1/S401 DATUM = 0'-0" 12 I 5 F E C 17 3 S402 1 S402 2 S402 2 S402 1 S402 7 S402 8 S402 8 S402 2 S402 1 S402 1 S402 2 S402 2 S402 2 S402 2 S402 5 S402 5 S402 2 J G 3 4 7 8 TO DRAINSLOPETO DRAINSLOPETRENCH DRAIN 10 S401 TRENCH DRAIN 10 S401 10 S401 10 S401 10 S401 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 FD FD FD FDFD FD FDFD FD FD FD P1 24/66 36/102 P124/66 18/48 18/48 18/48 P2<6'-0"> 30/84 30/84 P2<6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> P2 <6'-0"> 30/90 30/90 30/90 30/90 30/90 30/90 30/84 30/84 18/48 30/90 18/54 18/48 18/5418/54 24/72 24/72 24/72 24/72 9 P2 24/72 P2 24/72 18/48 24/72 P3 24/72 P3 24'-8" P3 24/72 P2 30/78 24/72 P3 P2 30/78 36/102 1 171'-2"168'-7"171'-2"168'-7"118'-3"52'-11"43'-11 5/8"58'-2"14'-10 1/2"51'-7"74'-2 3/4"86'-10" P2 P3 P2 52'-5 5/8"15'-10 3/4"100'-2 5/8"1 1/2"10 1/2"25'-0 1/4"25'-0 1/4"29'-10"14'-8 1/4"22'-5 3/8"21'-2 3/8"28'-4 5/8"1'-0"1'-7 5/8"30'-6"25'-7"25'-7"23'-0 3/4"37'-8 1/2"26'-11 5/8"1 1/2" 11'-10 5/8" 1 1/2" 10 1/2" 16 P3 7 1/2"15'-10 3/4"12'-3 3/4"1'-0"21'-6 7/8"10 1/2"1 1/2"10 1/2" 35'-0 1/8"49'-10" 10 1/2"1 1/2" D L 18/48 GB2GB2GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 CANOPY ABOVE RE: ARCH 18/48 O 8 S402 24/72 7 S402 P2 24/66 24/72 P2 P2 CANOPY ABOVE RE: ARCH RE: NOTE 11 CANOPY ABOVE RE: ARCH RE: NOTE 11 TRENCH DRAIN TRENCH DRAIN 1 S402 H 15'-0" 18/48 18/48 9'-0"9'-0" 11 13'-5 3/8"10 1/2"136 1 S402 1 1/2"10 1/2"1 S402 RE: NOTE 5 RE: NOTE 6 24/72 P1 P5 36/102 36/102 P5 P2 18/48 5'-11 7/8" 18/48 17'-3" 18/48 17'-3" LADDER RE: ARCH RE: NOTE 11 LADDER RE: ARCH RE: NOTE 11 LADDER RE: ARCH RE: NOTE 11 12 S402 12 S402 10 S402 10 S402 11 S402 11 S402 11 S402 9 S402 9 S402 10 S402 11 S402 11 S402 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 GB3 11 S402 18/48 11 S402 8'-8 3/8" G.5 14 15 18'-8 1/2"4'-7 5/8"3'-7 1/2" 7'-4 5/8"10 1/2" P6PEMB FRAMEPEMB FRAMEPEMB COLPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB COLPEMB COLPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB COLPEMB COLPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMEPEMB FRAMETRENCH DRAIN 8 S402 11 S402 10 1/2"1 1/2"18/48 18/48 18/48 18/481 1/2"11'-10 1/8"34'-2 3/4"11'-10 1/8"1 1/2"17'-1 3/8"17'-1 3/8"24/66 8'-0" 18/54 10'-6" 18/48 18/48 18/48 18/48 18/48 18/48 13'-6"7'-4 3/4"9'-7 1/4"12'-9 1/2"12'-9 1/2"12'-9 1/2"12'-9 1/2" 12'-9 1/2"12'-9 1/2"12'-9 1/2"12'-9 1/2"11'-6"11 1/4" 11'-6" 18/48 18/48 18/48 18/48 1'-3 1/2" 10'-6" 10'-6"10'-6" 8'-0" 24/66 24/66 1'-3 7/8" 1'-3 7/8" 11 S402 11 S402 FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. FOR DRILLED PIER SCHEDULE AND DETAILS RE: S3.01 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <0'-8"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <0'-8"> TYP, U.N.O. FOR PLINTH SCHEDULE AND DETAILS RE: S3.01 ALL GRADE BEAMS ARE GB1 U.N.O. FOR GRADE BEAM SCHEDULE AND DETAILS RE: S302 5. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 6. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 15 FEET), U.N.O. 7. FD - INDICATES FLOOR DRAIN, COORDINATE LOCATION WITH ARCH/ MEP. 8. FOLLOW PEMB ANCHOR BOLT LAYOUT DRAWINGS FOR ANCHOR BOLTS. DO NOT USE THESE DRAWINGS TO PLACE ANCHOR BOLT LOCATIONS. 9. FOUNDATION CONSTRUCTION CANNOT BEGIN UNTIL FINAL PEMB DRAWINGS HAVE BEEN RECEIVED AND REVIEWED BY EOR. 10. THE METAL, BUILDING MANUFACTURER SHALL REVIEW THE MECHANICAL AND ARCHITECTURAL DRAWINGS AND DESIGN THE STRUCTURE TO SUPPORT ALL HANGING LOADS INCLUDING, BUT NOT LIMITED TO: MECHANICAL UNITS, OPERABLE PARTITIONS, CEILING FANS, CRANES, CURTAIN WALL SYSTEMS, SPRINKLER PIPES, ETC. 11. PEMB MANUFACTURER RESPONSIBLE FOR ALL MISCELLANEOUS STEEL TO SUPPORT HANGING LOADS INCLUDING, BUT NOT LIMITED TO: MECHANICAL UNITS, OPERABLE PARTITIONS, CEILING FANS, CRANES, CURTAIN WALL SYSTEMS, SPRINKLER PIPES, ETC.8'-0"70°70°1'-0" TYPICAL #5 HAIRPIN 1/8" = 1'-0"1 FOUNDATION PLAN NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:36 PMS200 FOUNDATION PLAN PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 10 A M Q B K N P 12 I 5 F E C 172 J G 3 4 7 8 9 1 16 D L O H 11 136 G.5 14 15 OPERABLE PARTITION LIGHT; RE: ARCH PEMB PROVIDE SUPPORT AS REQ'D RTU-1 4,055 LBS OAHU-1 1,150 LBS OAHU-2 1,150 LBS FCU-3 FCU-2 FCU-1 FAN; RE: ARCH PEMB PROVIDE SUPPORT AS REQ'D NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:36 PMS201 LOADING PLAN PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 LOADING PLAN №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING GRID 2B.PLINTH DETAILS ALL DETAILS ARE PLAN VIEW UON TYPE P1 GRID GRIDTIES, TYP VERT REINF, TYP 2" CLR, TYP2'-6" GRID EQ EQ TIES, TYP VERT REINF, TYP 1'-3" MIN.RE: PLANEDGE OF SLAB RE: PLAN GRADE BEAM (REINF CONT THRU PLINTH)2" CLR, TYPGRID RE: PLAN 1'-3" MIN. TIES, TYP VERT REINF, TYP EDGE OF SLAB RE: PLAN GRADE BEAM (REINF CONT THRU PLINTH) TYPE P2 TYPE P32'-0"EQEQ2'-0" EQ EQ 2" CLR, TYP RE: PLAN1'-3" MIN./RE: 6 S101 MARK VERTICAL REINFORCING TIES REMARKS (8) #6P1 1. RE: PLAN FOR TYPE AND ORIENTATION OF PLINTHS. 2. WHERE A PLINTH IS INTEGRAL WITH A BEAM, EXTEND THE HORIZONTAL REINFORCING THROUGH THE PLINTH. 3. THE DIMENSIONS SHOWN ARE MINIMUM, GC TO COORDINATE W/ METAL BUILDING MANUFACTURER AND INCREASE PLINTH DIMENSIONS AS NECESSARY TO SATISFY BASE PLATE & ANCHOR BOLT REQUIREMENTS. P2 P3 PLINTH TYPE TYPE 1 TYPE 2 TYPE 3 2.PLINTH SCHEDULE 2A.PLINTH GENERAL NOTES P4 TYPE 4 #4 @ 10" OC (12) #6 (12) #6 (12) #6 #4 @ 10" OC #4 @ 10" OC #4 @ 10" OC GRID 1'-3" MIN.RE: PLAN TIES, TYP VERT REINF, TYP EDGE OF SLAB RE: PLAN GRADE BEAM (REINF CONT THRU PLINTH) TYPE P4 (RE-ENTRANT CORNER) GB WIDTH RE: PLAN1'-3" MIN.GB WIDTHGB WIDTH GB WIDTH2" CLR P5 TYPE 5 (12) #6 #4 @ 10" OC TYPICAL AT BRACE COLUMNS TYPICAL AT RE-ENTRANT CORNERS 1.DRILLED SHAFT PIER SCHEDULE 1B.DRILLED SHAFT PIER DETAILS SCHEDULE VERTICAL REINFORCING & TIES PLAN (3) TIES @ 4" OC BALANCE AS SCHEDULED HOOK VERTICAL REINFORCING MATCH VERTICAL PLINTH REINFORCING SCHEDULE PLINTH RE: SCHEDULE EXISTING GRADE SLAB ON GRADE RE: PLAN (3) TIES @ 4" OC TOP, BALANCE REST AS SCHEDULED REMARKS NUMBER SIZE VERTICAL REINFORCING SPACING (IN)SIZE TIES 618 #5 12 SHAFT DIAMETER 624 #6 12 630 #8 12 836 #8 12 1042 #8 #4 12 #4 #4 #4 #4 1A.DRILLED SHAFT PIER GENERAL NOTES 1. A GEOTECHNICAL REPORT IS AVAILABLE FOR REVIEW 2. THE INDEPENDENT TESTING LABORATORY SHALL CONFIRM THE ALLOWABLE SOIL BEARING CAPACITY IN THE FIELD AT THE ELEVATION DESIGNATED AS THE PLANE OF BEARING FOR THE DRILLED PIER. 3. THE INDEPENDENT TESTING LABORATORY SHALL INSPECT THE BOTTOM AND SIDES OF THE DRILLED PIER PRIOR TO PLACING REINFORCING AND CONCRETE. 4. CENTER ALL DRILLED PIERS UNDER THEIR COLUMNS, UON. 5. MAINTAIN CLOSE AND ACCURATE DRILLING PRACTICES TO ACHIEVE CLOSE TOLERANCES WITH THE REINFORCING STEEL AND THE ANCHOR ROD TEMPLATE. 6. ALL REINFORCING STEEL FOR DRILLED PIERS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. 7. ALL SCHEDULED REINFORCEMENT SHALL BE UNIFORMLY DISTRIBUTED. 8. DEPOSIT CONCRETE TO ITS FINAL POSITION BY THE USE OF A TREMIE. 9. CONSOLIDATE CONCRETE IN ITS FINAL POSITION BY VIBRATING. DATUM RE: PLAN T.O. PLINTH RE: PLAN T.O. PIER RE: PLAN PLANE OF BEARING M IN60°BELL DIA RE: PLAN SHAFT DIAMETER1.3 LAP LdTHE PRESENCE OF WATER OR SLOUGHING DUE TO SAND HAS BEEN MENTIONED IN GEOTECHNICAL REPORT. CONTRACTOR TO PROVIDE AN ALTERNATE ITEMIZED, LUMP-SUM PRICE FOR ALL PIERS, PER SIZE, SHOWN ON PLAN USING SLURRY METHOD OR ANY EQUIVALENT CASING METHOD. LUMP-SUM PRICE MUST INCLUDE, BUT NOT LIMITED TO, MATERIAL, LABOR MOBILIZATION AND ANY IMPACT TO THE PROJECT SCHEDULE. CONTRACTOR TO REFER TO ACI-336.1 FOR THE RECOMMENDED CONCRETE MIX DESIGN USING THE SLURRY METHOD.2"2"2"2'-6" MIN.2'-6" MIN.2'-6" MIN.2'-6" MIN.2'-6" MIN. PEMB COLUMN AND BASEPLATE BY PEMB SUPPLIER BELOW EXISTING GRADE 8'-0"NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:36 PMS301 DRILLED PIER & PLINTH SCHEDULE & DETAILS PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING THRU-BEAM CONDUIT BY OTHERS RE: MEP ADDITIONAL (3) SET STIRRUPS EACH SIDE FINISH FLOOR 1.5D D 1.5D 2'-6" (NTS) 2'-6" (NTS) 3"3"2" SIZE & NUMBER OF BARS SHALL MATCH BEAM BOTTOM BARS SCHEDULED BM DEPTHD + 3"3"3" EQ EQ BEAM DEPTH "D"D/3D/3D/31"1"2"3"2" CONSTRUCTION JOINT LOCATION FORMED SHEAR KEY (HORIZONTAL) SCHEDULED BEAM TOP AND BOTTOM REINFORCEMENT. DO NOT DISCONTINUE AT CONSTRUCTION JOINT. PROVIDE (1) ADDITIONAL BEAM STIRRUP EACH SIDE OF CONSTRUCTION JOINT AND EACH END OF ADDITIONAL DOWELS (NOT SCHEDULED). ADDITIONAL DOWELS. USE (2) #5 X 4'-0" TOP AND BOTTOM UNLESS REQUIRED OTHERWISE BY NOTE 3 OR 4. SCHEDULED BEAM TOP AND BOTTOM REINFORCEMENT. DO NOT DISCONTINUE AT CONSTRUCTION JOINT. NOTES: 1. GENERAL CONTRACTOR SHALL SUBMIT DESIRED CONSTRUCTION JOINT LAYOUT AS A SHOP DRAWING FOR APPROVAL A MINIMUM OF TWO WEEK PRIOR TO POUR. 2. CONSTRUCTION JOINT LOCATIONS SHALL BE COORDINATED WITH REINFORCING STEEL SUPPLIER AND ERECTOR. 3. ACCEPTABLE JOINT LOCATIONS ARE AS FOLLOWS: a. FOR BEAMS NOT SUPPORTING INTERSECTING BEAMS: PLACE JOINT MIDDLE THIRD OF SPAN. b. FOR BEAMS SUPPORTING INTERSECTING BEAMS, CHECK WITH STRUCTURAL ENGINEER. 4. FOR JOINT LOCATIONS OTHER THAN WITHIN MIDDLE THIRD OF SPAN, CONTRACTOR SHALL COORDINATE REQUIRED ADDITIONAL REINFORCEMENT WITH THE ENGINEER ON THE SHOP DRAWINGS. CORNER BARS TO MATCH LONGITUDINAL REINFORCING PROVIDE STANDARD HOOKS AT EXTERIOR ENDS HORIZONTAL REINFORCING STIRRUPS RE: SECTIONS2"SCHEDULED PIER RE: PLAN (4) #7 DOWELS GRADE BEAM REINF (EXTEND BARS INTO STEPPED BEAM) (2) -"Z" BARS AT FOOTING EXTEND "Z" BARS TO TO DEVELOP TO INTERCEPT POTENTIAL CRACK EXTEND "Z" BARS TO TO DEVELOP TO INTERCEPT POTENTIAL CRACK RE: PLAN 4'-0"1'-6"2'-6" DATUM RE: PLAN RE: PLANRE: SCHEDULEVARIESRE: PLANRE: SCHEDULEADDITIONAL REINF. 1-#4 4'-0" @ TOP & BOTT. (1) #4 TIE @ EACH SIDE OF CONDUIT 6" MIN. CONC. 6" MIN. CONC. 12" Ø MAX SLEEVE CONDUIT THRU GRADE BEAM DATUM RE: PLAN BACKFILL COMPACTION IN ACCORDANCE W/ GEOTECHNICAL REPORT PIPING BELOW GRADE BEAM CONDUIT BELOW GRADE BEAM DATUM RE: PLAN TYPICAL GRADE BEAM AND STRAP BEAM SECTION SCHEDULED BOTTOM REINF. SCHEDULED TOP REINF SCHEDULED TIES 2" CLR, TYP 3" CLRSTANDARD 90° HOOK CL OF SUPPORT FOR STIRRUP SIZE & SPACING RE: SCHEDULE 1" CLEAR BETWEEN LAYERS (IF REQ'D) BOTTOM BARS TOP BARS (PROVIDE GREATER OF L1 OR L2 BARS) RE: SCHEDULE CLASS 'A' SPLICE, TYP RE: SCHEDULEDEPTHCL OF SPLICE CL OF SUPPORT CL OF SPLICE CL OF SUPPORT 0.50L1 0.50L1 0.50L2 0.50L2 CANTILEVER CENTER TO CENTER SPAN L1 CLASS 'A' SPLICE, TYP CENTER TO CENTER SPAN L2 TYPICAL GRADE BEAM AND STRAP BEAM ELEVATIONRE: SCHEDULEDEPTHRE: SCHEDULE WIDTH RE: PLAN ADD'L STIRRUP @ END, TYP 3/4" = 1'-0"6 TYPICAL THRU. BEAM CONDUIT 3/4" = 1'-0"3 TYPICAL GRADE BEAM CONSTRUCTION JOINT 3/4" = 1'-0"4 TYP GRADE BEAM REINF. AT INTERSECTIONS 3/4" = 1'-0"7 TYPICAL GRADE BEAM STEP 3/4" = 1'-0"5 TYPICAL CONDITION OF CONDUIT 3/4" = 1'-0"2 TYPICAL GRADE BEAM AND STRAP BEAM DETAILS GRADE BEAM SCHEDULE MARK WIDTH DEPTH TOP REINFORCING MIDDLE REINFORCING BOTTOM REINFORCING TIES REMARKS GB1 1'-4" 2'-0" (3) #7 (3) #7 #4 @ 10" OC GB2 2'-4" 2'-0" (5) #7 (5) #7 #4 @ 8" OC GB3 1'-4" 2'-0" (4) #7 (4) #7 #4 @ 10" OC NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:37 PMS302 GRADE BEAM SCHEDULE AND DETAILS PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING T.O. PIER RE: PLAN TOC RE: PLAN 15 MIL THICK VAPOR BARRIER COMPACTED SUB-GRADE RE: GEOTECHNICAL REPORT FOR REQUIREMENTS REINFORCING STEEL SUPPORT W/ BEARING PLATES @ 3'-0" OC SLAB REINFORCING RE: PLAN RE: PLAN1 1/2"DATUM RE: PLAN NEW PLACEMENT 1/2" Ø X 2'-0" LONG SMOOTH BARS @ 1'-6" OC ,TYP GREASE & WRAP THIS END PREVIOUS PLACEMENT 2'-0" DATUM RE: PLAN APPLY CURING COMPOUND TO SLAB EDGE IMMEDIATELY AFTER FORM IS REMOVED 1" SAW CUT FOR JOINT FILLER SAW CUT JOINT CUT ALTERNATE BARS DATUM RE: PLAN 1/4" MAX 25% SLAB THICKNESSOPEN NOTE: RE: ARCHITECTURAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS OF THE FLOOR PENETRATIONS. SLAB-ON-GRADE RE: DETAIL 1 ON THIS SHEET (2) #4, TYP #4 TYP TYP 45°3"TYP2" CLEAR3" TYP 1 1/2" TYP PLAN VIEW 1'-0" MIN, TYP1'-0" TYP(2) CONT #4 BENT BARS TO MATCH SLAB REINF. DEPRESSION GREATER THAN 6" BUT LESS THAN 12" LENGTH DEVELOPMENT MIN. 6" BEND CONT. BARS AS REQ'D DEPRESSION LESS THAN 6" MIN. 6" (2) CONT #4 BENT BARS TO MATCH SLAB REINF. DEPRESSION GREATER THAN 12" BUT LESS THAN 24" LENGTH DEVELOPMENT (1) CONT #4 MIDDLE MIN. 6" MIN. 6" CONT #4 NOSING BAR #4 BENT BARS @ 12" OC (3) CONT #4 1'-0"2 #4 BARS ON EACH SIDE OF OPENING RECTANGULAR OR ROUND OPENING 2-#4 x 4' -0" AT EACH OPENING 2'-0" MIN 5'-0" MAX 2"2'-0" MIN5'-0" MAX2"2'-0" TYP 2'-0" 2'-0"2"2'-0" MIN5'-0" MAXNOTE: G.C. TO COORDINATE CURB LOCATION W/ ARCH RE: ARCHCONT #4 RE: ARCH #4 DOWEL @ 16" OC 1'-0" SLAB-ON-GRADE RE: DETAIL 1 THIS SHEET GRADE BEAM, STEM WALL OR SLAB THICKENING BELOW RE: PLAN GRADE BEAM & SLAB EDGE PLAN VIEW 2"2" (2) #5 BARS X 6'-0" LONG TYPICAL @ EA. RE-ENTRANT CORNER SLAB ON GRADE RE: PLAN DOWELS TO MATCH SLAB REINF SIZE & SPACING (ALTERNATE DIRECTION) 2'-0"2'-0"CMU WALL RE: PLAN DOWELS TO MATCH VERT CMU WALL REINF RE: PLAN RE: PLAN DATUM RE: PLANCLASS "B" LAPPAVING RE: CIVIL NEW SLAB ON GRADE REINFORCE W/ #4 BARS @ 12" OC, EW. 2'-0" LONG #4 DOWELS @ 12" OC DRILLED & EPOXIED W/ 6" EMBED 1'-6"1'-6"8"MEP UNIT RE: MEP PAVING RE: CIVIL 1'-6" VERIFY W/ MANUFACTURER SELECT FILL #4 BENT BARS @ 12" OC (1'-6" LAP) (2) - CONTINUOUS #5 BARS (TYP)3" CLRNOTE: SEE ARCHITECTURAL SITE PLAN FOR PAD LOCATION AND OVERALL DIMENSIONS. STD HOOK MIN. 6" MIN. 6" TOP REINFORCEMENT RE: SCHEDULE BOTTOM REINFORCEMENT RE: SCHEDULE 3/4" CHAMFER, TYP 2'-0" 2'-0" NOTE: GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL DRAWINGS AND SPECIFICATIONS TO DETERMINE REQUIREMENTS FOR HOUSEKEEPING PADS OVER SLAB ON GRADE AND PROVIDE WHERE REQUIRED WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT. COORDINATE DIMENSIONS AND OTHER SPECIAL REQUIREMENTS WITH EQUIPMENT MANUFACTURERS AS REQUIRED.CONT #4 @ PERIMETER W/ #4 X 4'-0" LONG @ EXTERIOR CORNERS AND #4 X 4'-0" LONG DIAGONAL @ INTERIOR CORNERS. SLAB ON GRADE 3/4" CLEAR COVER PAD THICKNESS TOP REINFORCEMENT BOTTOM REINFORCEMENT 4" < t <= 6"4"x 4",W4.0 x W4.0 NONE 6" < t <= 8"4"x 4",W5.5 x W5.5 NONE 8" < t <= 12"#4@12"EW #3@18"EW 12" < t <= 16"#4@12"EW #4@12"EW t <= 4"6"x 6",W2.9 x W2.9 NONE HOUSEKEEPING PAD REINFORCING SCHEDULE DATUM RE: PLAN (4" MINIMUM THICKNESS) SEE ARCHITECTURAL OR MEP tROUGHEN SURFACE AND ADD BONDING AGENT TO EXIST. SURFACE PRIOR TO HOUSEKEEPING PAD POUR 3/4" = 1'-0"1 TYPICAL SLAB SECTION 3/4" = 1'-0"2 TYPICAL SECTION - CONSTRUCTION JOINT 3/4" = 1'-0"3 TYPICAL SECTION - CONTROL JOINT 3/4" = 1'-0"6 SLAB REINF. AT OPENING 2'-0" OR LESS 3/4" = 1'-0"4 TYPICAL SLAB DEPRESSION DETAILS 3/4" = 1'-0"7 SLAB REINF. AT OPENING 5'-0" OR LESS 3/4" = 1'-0"9 TYPICAL CURB DETAIL 3/4" = 1'-0"5 TYPICAL RE-ENTRANT CORNER REINF. NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:37 PMS401 TYPICAL FOUNDATION DETAILS (PEMB) PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/4" = 1'-0"10 DATUM - INTERIOR CMU SECTION AT TRENCH DETAIL 3/4" = 1'-0"11 FOUNDATION AT MECHANICAL UNIT 3/4" = 1'-0"8 HOUSEKEEPING PAD №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING TOC RE: PLAN DATUM RE: PLAN T.O. PIER RE: PLAN DATUM RE: PLAN TOC RE: PLAN T.O. PIER RE: PLAN GRID DATUM RE: PLAN TOC RE: PLAN T.O. PIER RE: PLAN T.O. PIER RE: PLAN TOC RE: PLAN DATUM RE: PLAN T.O. PIER RE: PLAN TOC RE: PLAN DATUM RE: PLAN T.O. PIER RE: PLAN TOC RE: PLAN T.O. PIER RE: PLAN TOC RE: PLAN DATUM RE: PLAN T.O. PIER RE: PLAN DATUM RE: PLAN TOC RE: PLAN T.O. PIER RE: PLAN DOWEL TO MATCH SLAB REINF SIZE & SPACING 2'-0"2'-0"SIDEWALK OR PAVING (NOT AT SIM) RE: CIVIL #4 DOWELS X 2'-0" LONG @ 32" OC (NOT AT SIM) COMPRESSIBLE FILLER 15 MIL VAPOR BARRIER, TYP FOR SUB GRADE PREP RE: GEOTECHNICAL REPORT GRID RE: PLAN GRADE BEAM RE: PLAN SLAB ON GRADE RE: PLAN DRILLED PIER RE: PLAN SLAB ON GRADE RE: PLAN DOWELS TO MATCH SLAB REINF SIZE & SPACING 2'-0"2'-0"SIDEWALK OR PAVING RE: CIVIL #4 DOWELS X 2'-0" LONG @ 32" OC COMPRESSIBLE FILLER FOR SUB GRADE PREP RE: GEOTECHNICAL REPORTGRID DRILLED PIER RE: PLAN GRADE BEAM RE: PLAN RE: PLAN CONT. L2X2X1/4 (GALV) W 1/2"Ø HSA (4" LONG) @ 24"O.C. MAX DATUM RE: PLAN PEMB COLUMN, AND BASE PL BY PEMB SUPPLIER ELASTOMERIC JOINT SEALANT TYPICAL BLOCKOUT FILL AROUND COLUMN AFTER FLOOR IS CAST AND COLUMNS ARE CARRYING FULL DEAD LOAD PREFORMED JOINT FILLER CJ (OPTIONAL) EXTEND VERT PIER REINF INTO PLINTH DRILLED PIER RE: PLAN SCHEDULED PLINTH RE: PLAN DOWEL TO MATCH SLAB REINF SIZE & SPACING 2'-0"2'-0"GRID CFMF STUDS (6" MIN) RE: ARCH FINISH RE: ARCH 1 1/2"1 1/2" SLAB ON GRADE RE: PLAN GRADE BEAM RE: PLAN DRILLED PIER RE: PLAN NOTES: 1. PROVIDE STEEL FOR BASE PLATES CONFORMING TO ASTM A36. 2. PROVIDE HOLES IN BASE PLATES 5/16" LARGER THAN THE SCHEDULED ANCHOR ROD DIAMETER. 3. PROVIDE HOLES IN SETTING PLATES 1/16" LARGER THAN THE SCHEDULED ANCHOR ROD DIAMETER. 4. PROVIDE ANCHOR RODS CONFORMING TO ASTM F1554, GRADE 36. 5. PROVIDE ANCHOR RODS WITH STANDARD WASHERS AND DOUBLE HEX NUTS. 6. USE E70XX WELDING ELECTRODES FOR ALL WELDS, UNLESS OTHERWISE NOTED. 7. MILL SURFACES NOTED FIN. (FINISHED) FOR TRUE AND FULL CONTACT. THESE ARE MINIMUM EMBEDMENTS AND ARE BASED ON A36 STEEL. LONGER EMBEDMENT LENGTHS WILL BE REQUIRED IF HIGHER STRENGTH STEEL IS SPECIFIED BY METAL BUILDING MANUFACTURER. 1/2" & 5/8" 3/4" 7/8" 1" 1 1/4" 1 1/2" ROD DIAMETER MINIMUM EMBEDMENT 13" 16" 18" 21" 25" 32" ANCHOR ROD EMBEDMENT TOP OF CONCRETE F1554 ANCHOR ROD (A36 STEEL) ROD DIAMETER PROJECTIONANCHOR RODMINIMUM EMBEDMENTNUT AND PLATE WASHER PER AISC SLAB ON GRADE RE: PLAN GRADE BEAM REINF EXTEND THROUGH PLINTH RE: DETAIL 1 PEMB COLUMN AND BASE PLATE RE: PEMB SUPPLIER DRILLED PIER RE: PLAN TYPICAL PEMB ANCHOR BOLT /RE: 4 S402 T.O.C. EL. 6'-0" DATUM RE: PLAN 2-#4 TIES WITHIN TOP 5" OF PILASTER 8-#5 VERT. W/ #4 TIES x @8"O.C. 2-#4 TIES WITHIN TOP 5" OF PLINTH 8-#5 VERT. W/ #4 TIES x @8"O.C. 4-#6 DOWELS x AS SHOWN -PROVIDE STD. HOOK AT TOP OF PLINTH SCHEDULED GRADE BEAM RE: PLAN GRID SCHEDULED GRADE BEAM RE: PLAN FINISH RE: ARCH / PEMB CFMF STUDS BY CFMF CONTR. 8" CMU WALL RE: PLAN PEMB MANUF PROVIDE GIRT TO STABILIZE WALL SLAB ON GRADE RE: PLAN GRADE BEAM REINF EXTEND THROUGH PLINTH RE: DETAIL 1 PEMB COLUMN AND BASE PLATE RE: PEMB SUPPLIER DRILLED PIER RE: PLAN SCHEDULED PLINTH RE: PLAN GRID 1 1/2"RE: PLAN 1 1/2"FINISH RE: ARCH / PEMB SLAB ON GRADE RE: PLAN GRADE BEAM REINF EXTEND THROUGH PLINTH RE: DETAIL 1 PEMB COLUMN AND BASE PLATE RE: PEMB SUPPLIER DRILLED PIER RE: PLAN SCHEDULED PLINTH RE: PLAN GRID 1 1/2"RE: PEMB SUPPLIER FINISH RE: ARCH / PEMB CFMF STUDS BY CFMF CONTR. TYPICAL SLAB BLOCKOUT SLAB ON GRADE RE: PLAN DOWELS TO MATCH SLAB REINF SIZE & SPACING (ALTERNATE DIRECTION) 2'-0"2'-0"RE: PLAN RE: PLAN CMU WALL RE: PLAN DOWELS TO MATCH VERT CMU WALL REINF CLASS "B" LAP#4 BENT BARS @ 10" OC SLAB ON GRADE RE: PLAN (3) CONT #5 2'-0" TYPCLASS "B" LAP1'-6" 1' -6" CMU WALL RE: PLAN DOWEL TO MATCH VERT REINF 9" 9" NOTE: CENTER SLAB THICKENING UNDER CMU WALLS. G.C. TO VERIFY ALL CMU WALL LOCATIONS WITH ARCH #4 DOWELS @ 16" OC, TYP 2'-0"1'-0"CMU WALL RE: PLAN DOWEL TO MATCH VERT REINF SIZE AND SPACING NOTE: G.C. TO VERIFY ALL CMU WALL LOCATIONS WITH ARCH GB REINF RE: SCHEDULECLASSS "B" LAPDOWELS TO MATCH SLAB REINF SIZE & SPACING (ALTERNATE DIRECTION) DATUM RE: PLAN RE: PLAN RE: PLAN DOWEL TO MATCH SLAB REINF SIZE & SPACING 2'-0"2'-0"GRID #4 W/ STD HOOKS @ 12" OC SLAB ON GRADE RE: PLAN GRADE BEAM RE: PLAN CMU WALL RE: PLAN DOWEL TO MATCH VERT CMU WALL REINF DRILLED PIER RE: PLAN 3/4" = 1'-0"1 SECTION AT MAN DOOR 3/4" = 1'-0"3 SECTION AT OVERHEAD DOOR 3/4" = 1'-0"7 TYPICAL INTERIOR COLUMN SECTION 3/4" = 1'-0"2 SECTION AT PEMB LEDGE 3/4" = 1'-0"4 TYPICAL PEMB ANCHOR BOLT 3/4" = 1'-0"5 SECTION AT PEMB COLUMN 3/4" = 1'-0"6 SECTION AT END WALL PEMB COLUMN 3/4" = 1'-0"8 SECTION AT PEMB COLUMN NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:38 PMS402 FOUNDATION DETAILS (PEMB) PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.003/4" = 1'-0"10 SECTION 3/4" = 1'-0"11 SECTION 3/4" = 1'-0"12 SECTION 3/4" = 1'-0"9 SECTION AT CMU WALL №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING CRIPPLE STUDS, SIZE AND GAGE AS REQUIRED LINTEL, SIZE AND GAGE AS REQUIRED HEADER, SIZE AND GAGE AS REQUIRED SILL, SIZE AND GAGE AS REQUIRED JAMB, SIZE AND GAGE AS REQUIRED TOP TRACK,SIZE AND GAGE AS REQUIRED BOTTOM TRACK,SIZE AND GAGE AS REQUIRED JAMB, SIZE AND GAGE AS REQUIREDOPEN MIN. ANCHOR EDGE DISTANCE MIN. BASE MATERIAL THICKNESS MIN. ANCHOR SPACING PER TYPICAL STUD, RE: PLAN HILTI X-P P8 PAF (1" MIN EMBED) EACH SIDE OF STUD ATTACH STUD TO TRACK WITH (2)-#12 SCREWS PER FLANGE FR O M E D G E M IN .S PA CIN G M IN .FULL HEIGHT JAMB STUDS. (2) 800S162-54 (50 KSI) (1) 800T200-54 (50 KSI) (ALL UNPUNCHED AND CONTINUOUS) RE: 4/S5.03 .MIN. FROMEDGE OF SLABMIN. SPACING1"MIN.SPCAINGOPENING (1)#10-16 SCREW @ EACH FLANGE. ATTACH TRACK END TO SLAB W/ (2) HILTI X-P P8 PAF (1" MIN EMBED) CONCRETE SLAB TOP VIEW RUNNER TRACK CAP OPENING SIDE OF JAMB W/ TRACK ATTACHED W/ (1) -#10 -16 SCREW @ 16" O.C. IN EACH LEG TYPICAL STUDS TYPICAL TRACK CLARKDIETRICH EASYCLIP D975 W/ (6)#10-16 SCREWS CONNECTED TO STUD AND (1) 1/2"Φ HILTI KWIK BOLT 3 EXPANSION ANCHORS (2 1/4" MIN EMBED) CONNECTED TO SLAB TYPICAL TRACK W/ (1) #10-16 SCREW PER STUD FLANGE TYPICAL STUD CLARKDIETRICH EASYCLIP S547 W/ (4)#10-16 SCREWS CONNECTED TO TUBE CONTINUOUS STEEL TUBE BY OTHERS 3" x 3" x 5" 14 GA. CLIP ANGLE W/ (12) -1/4" SCREWS 1"1/2"1/2"1"EQ U A L(1)#10-16 SCREW TYP. EACH FLANGE FULL HEIGHT JAMB STUDS. MEMBER SIZES AS REQ'D PER DESIGN. BOX HEADER RE: PLAN (2)#10-16 SCREWS @ 16"o.c. CRIPPLE STUDS FULL HEIGHT SECTION OF STUD ATTACHED TO JAMB W/ (14) -1/4" SCREWS SAME TRACK HEADER CONNECTION W/ (12) -1/4" SCREWS CAP OPENING SIDE OF JAMB W/ TRACK ATTACHED W/ (1) -1/4" SCREW @ 12" O.C. IN EA. LEG CONTINUOUS STRL ANGLE BY OTHERS 3" MIN. VERTICAL LEG TYPICAL STUD PLANVIEW 2" (MAX) OFFSET FASTCLIP SLIDE CLIP (FCSC 5-1/2") WITH (3) PROPRIETARY SCREWS TO STUD AND ATTACHED TO STRL STEEL, AS REQ'D BY DESIGN. PLAN VIEW 2" (MAX) OFFSET 12" LONG TRACK PIECE, SIZE AND GAUGE TO MATCH JAMBS. ATTACH TO STUD W/ (3) #10-16 SCREWS AS SHOWN. JAMB STUDS SEE ELEVATION FOR MEMBER SIZE & QUANTITY (2) -FCSC-5.5 CLIPS CONTINUOUS STEEL ANGLE BY OTHERS 3" MIN. VERTICAL LEG PLANVIEW (2) -FASTCLIP SLIDE CLIPS (FCSC 5-1/2") WITH (3) PROPRIETARY SCREWS TO EACH SIDE OF JAMB AND ATTACHED TO STRL STEEL, AS REQ'D BY DESIGN. PLAN VIEW OR 24: O.C. MAX.ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK, USE (10) -#12 SCREWS AS SHOWN (2) JAMB STUDS(2) JAMB STUDS BACK TO BACK. CAP JAMB WITH 20GA. MIN. TRACK FOR WINDOW ATTACHMENT. EXTEND 6" ABOVE HEADER & 6" BELOW SILL CONNECTIONS ATTACH JAMB MEMBERS USING (2) #12 SCREWS @ 12" O.C. CLIP ANGLE W/ SCREWS EACH LEG AS REQUIRED SCREWS TO EACH BLOCK AS REQUIRED CONTINUOUS STRAP BOTH SIDES AS REQUIRED TYPICAL STUD, SIZE AND GAGE AS REQUIRED SCREW(S) @ EACH INTERSECTION BOTH SIDES AS REQUIRED SOLID BLOCKING, SIZE AND GAGE AS REQUIRED, FIT BETWEEN FIRST & LAST 2 BAYS, REPEAT IN 2 BAYS EVERY 8' O.C. KICKER STUD. SIZE AND SPACING AS REQ'D BY DESIGN TYPICAL WALL STUD LAP & FASTEN KICKER TO STUD AS REQ'D BY DESIGN KICKER STUD. SIZE AND SPACING AS REQ'D BY DESIGN METAL DECK BY OTHERS E-549 SUPPORT CLIP WITH (9) -#12 SCREWS INTO KICKER & (4) - X-U PAF TO METAL DECK 3/4" = 1'-0"1 TYPICAL WALL OPENING ELEVATION 3/4" = 1'-0"2 BASE CONNECTION TO SLAB 3/4" = 1'-0"3 KING POST ANCHORAGE 1 3/4" = 1'-0"4 KING POST ANCHORAGE 2 3/4" = 1'-0"5 BASE CONNECTION TO HSS BEAM 3/4" = 1'-0"6 BOXED HDR CONNECTION 3/4" = 1'-0"7 STUD CONNECTION W/ FCSC CLIP 3/4" = 1'-0"8 KING POST CONNECTION W/ FCSC CLIP 3/4" = 1'-0"9 TIED JAMB STUDS 3/4" = 1'-0"10 UNPUNCHED STUDS BRACING 3/4" = 1'-0"11 KICKER CONNECTION TO STUD 3/4" = 1'-0"12 KICKER CONNECTION TO DECK NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:39 PMS504 TYPICAL COLD FORMED METAL FRAMING DETAILS PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 3/4" Ø HILTI KWIK BOLT 3 EXP ANCHOR (4 3/4" EMBED) @ 24" OC INSTALLED IN SOLID GROUTED CMU. ANCHOR MUST BE INSTALLED 1 3/8" FROM ANY VERTICAL MORTAR JOINT AND NO MORE THAN ONE ANCHOR PER CELL IF HOLLOW CELL ENCOUNTERED, USE HIT- HY 200 ADHESIVE WITH 3/4" Ø HAS THREADED RODS (4 3/4" EMBED). PROVIDE SCREEN SLEEVE AS REQ'D. FINGER TIGHTEN NUT, BACK OFF 1/4 TURN AND SPOIL THREADS. CMU WALL RE: PLAN HSS TUBE OR WIDE FLANGE BEAM RE: PLANTOS RE: PLAN GRID RE: PLAN 3/8" BENT PL X 1'-0" LONG W/ 2" LONG VERTICAL SLOTTED HOLE SPACED @ 24" OC 3" MIN1'-0" 2"8"2"EQEQMIN.6"PROVIDE BOND BM REINF. (2) CONT #5 TRIANGULAR TIE (GALV) EMBEDDED IN MORTAR JOINT. SEE SPECIFICATIONS. STRAP ANCHORS (FIELD WELD AT 32" OC MAXIMUM SPACING. SEE SPECIFICATIONS COMPRESSIBLE FILLER, RE: ARCHITECTS DRAWINGS AND SPECS NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS.TOPCOURSE1"PL 3X3X3/16" (SHOP PRIME) L2-1/2X2-1/2X3/16 WELDED TO JOISTS @ 4'-0" OC (SHOP PRIME)1" CLR MIN.SEE ARCHITECTURE FOR MASONRY EXTENSION REQUIREMENTS L2-1/2X2-1/2X3/16 (SHOP PRIME) BRACE @ EA CONNECTION L5X3X1/4 X 0'-6"(LLV) (SHOP PRIMED) (WELDED TO JOIST BOTTOM CHORD) NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 1/8" 1/8" 3/16" 3/16" 3/16"3/16" BRACE L3X3X3/16 @ JOIST PANEL POINTS (4'-0" MAX) (SHOP PRIME) SEE "TYPICAL DETAIL BEAM BOTTOM FLANGE BRACE" FOR CONN. TO JOIST PANEL POINTS ONLY CONNECT BRACES ONLY AT JOIST PANEL POINTS 30° MIN. 60° MAX. L5X3X1/4 X 0'-6" (LLV) (SHOP PRIMED) (WELDED TO ANGLE) 4 1/2"WALL THICKNESS6'-0" MAXIMUM IF DISTANCE IS GREATER,CONTACT ENGINEERFOR INSTRUCTIONS(MIN.)1" CLRL3X3X1/4 (SHOP PRIME)COORD. W/ARCH DWGSCEILING RE: ARCH 3" MIN.NOTE: THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 30° MIN. 60° MAX. 3/16" 2" MIN. 3/16" 2" MIN.TYP 30° MIN 45° MAX L5X3X1/4 X 0'-6"(LLV) (SHOP PRIMED) (WELDED TO JOIST BOTTOM CHORD) 4 1/2"WALL THICKNESS6'-0" MAXIMUM IF DISTANCE IS GREATER,CONTACT ENGINEERFOR INSTRUCTIONSCONT L3X3X1/4 BTWN JOISTS (SHOP PRIME)(MIN.)1" CLRL3X3X3/16 @ 5'-0" OC MAX (SHOP PRIME) CONT L3X3X1/4 BTWN JOISTS (SHOP PRIME) NOTE: THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. L3X3X1/4 X 0'-4" LONG @ EA. BRACE (SHOP PRIME) WELD TO L3X3 CROSS MEMBER L3X3X1/4 (SHOP PRIME)COORD. W/ARCH DWGSCEILING RE: ARCH 3" MIN.PROVIDE JOIST STRUT AS REQUIRED. REFER TO TYP JOIST REINFORCEMENT DETAIL /RE: ---- 3/16" MIN. 3/16" MIN.TYP 3/16" MIN. 3/16" MIN.TYP L5X3X1/4 X 0'-6"(LLV) (SHOP PRIMED) (WELDED TO JOIST BOTTOM CHORD) SEE ARCHITECTURE FOR MASONRY EXTENSION REQUIREMENTS1" CLR. MIN1" CLR. MINNOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 3/16" 3/16" COMPRESSIBLE FILLER, RE: ARCHITECTS DRAWINGS AND SPECS L5X3X1/4 (LLV) X 0'-6" LONG @ 48" OC MAXIMUM SPACING,(SHOP PRIME), TYP 1/4" BENT PL X 0'-8" LONG @ 48" OC MAX (SHOP PRIME). INCREASE LENGTH AS REQ'D. RE: NOTE 2 NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL, REDUCE CONNECTION SPACING TO 3'-6". 1/2" 3/16" 2-12 3/16" 2-12 TYP 6"CORNER INTERSECTION DOUBLE CURTAIN 2'-0" MIN 48" DIA. 2'-0" MIN 48" DIA. 2'-0" MIN 48" DIA. (6) #5 VERT, TYP INSIDE BARS EXTEND AS FAR AS POSSIBLE & HOOK DOWN INTO CORNER CELL CORNER INTERSECTION SINGLE CURTAIN 2'-0" MIN 48" DIA.2'-0" MIN 48" DIA. (3) #5 VERT, TYP UON ALTERNATE BAR BENDS C.L. CONTROL JOINT 2'-0" TYP. > 1'-0" OPENING END OF WALL TYPICAL REINFORCED MASONRY NOTES TYPICAL HORIZONTAL AND VERTICAL REINFORCING BARS SHALL BE AS NOTED ON THE PLAN SHEET. ADDITIONAL REINFORCING SHALL BE AS FOLLOWS 1. (2) #5 VERTICAL REINFORCING BARS SHALL BE PROVIDED, CONTINUOUSLY FROM SUPPORT TO SUPPORT (FINISHED FLOOR TO ROOF) AT: A. WITHIN 8" OF EACH END OF WALL B. EACH WALL INTERSECTION C. WITHIN 16" OF EACH SIDE OF A MASONRY OPENING . D. WITHIN 8" OF EACH SIDE OF A MASONRY MOVEMENT JOINTS E. EACH CORNER OF THE BUILDING F. AT 32" OC, FULL HEIGHT 2. (2) #5 HORIZONTAL REINFORCING BARS SHALL BE PROVIDED AT: A. TOP AND BOTTOM OF MASONRY OPENINGS B. FLOOR AND ROOF LEVELS, CONTINUOUS C. WITHIN 16" OF THE TOP OF MASONRY WALLS, CONTINUOUS. D. 8'-0" OC GC NOTE: DO NOT LOCATE CONTROL JOINTS WITHIN HALF THE LENGTH OF THE LINTEL (2'-0" MIN) ADJACENT TO THE ROUGH OPENING. ALL HORIZONTAL REINFORCING WILL BE CONTINUOUS ACROSS CONTROL JOINTS FINISH RE: ARCH 8" CMU WALL RE: PLAN HSS4X4X1/4 (GALV) 12"X12"X1/2" THICK PL (GALV) W/ (4) 5/8" Ø EXP ANCHOR BOLTS (5" MIN. EMBED) (TOP & BOTTOM) 1/2" THICK CAP PL (GALV) (SHOP WELDED TO HSS STUB) (G.C. TO COORD. SIZE W/ CANOPY SUPPLIER) 1/2" THICK CAP PL (GALV) (SHOP WELDED TO HSS STUB) (G.C. TO COORD. SIZE W/ CANOPY SUPPLIER) CMU LINTEL /RE: 2 S102TYP2" CLRBOND BEAMS @ CANOPY REINF. W/ (2) CONT #5 MIN.4"RE: ARCH 3/4" = 1'-0"7 CMU CLIP TO STEEL BEAM 3/4" = 1'-0"9 TOP OF CMU BRACING AT OFFSET WALL 3/4" = 1'-0"3 TOP OF CMU BRACING AT JOISTS 3/4" = 1'-0"5 TOP OF CMU BRACING AT JOISTS 3/4" = 1'-0"4 TOP OF CMU BRACING AT JOISTS 3/4" = 1'-0"6 TOP OF CMU BRACING AT JOISTS 3/4" = 1'-0"8 TOP OF CMU BRACING AT WIDE FLANGE BEAM 3/4" = 1'-0"2 TYPICAL CMU WALL REINFORCING AT INTERSECTIONS 3/4" = 1'-0"1 TYPICAL CMU WALL ELEVATION 3/4" = 1'-0"10 CANOPY SUPPORT AT ARCH FINISH NEO A L IGENS OSIN EF RE A SX F TE PRTS AT E O NS E DECIL FRED DALLY 90904 FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN 10/27/2023 D + A PROJECT # 23-109-00 C:\REVIT PROJECTS\CPA_ANIMAL SHELTER _STRUCT_R22_omendezCSKML.rvt10/25/2023 2:32:39 PMS505 TYPICAL CMU DETAILS PORT ARTHUR 3600 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION№. DATE DESCRIPTION 1 10/27/2023 100% CD SET - BIDDING & PERMITTING 7"2' - 0"WORK SURFACE LOCATIONS @ WORK-SURFACES OUTLETS POWER AND DATA OUTLET MOUNTED HORIZONTALLY SYSTEMS J-BOX ELECTRICAL OUTLET AND/OR DATA OUTLET TYPICAL SYSTEMS FURNITURE ELEVATION TYPICAL LOCATION FOR J-BOX AT SYSTEMS FURNITURE AND BASE AT WALL 42" AFF7" EQ EQ LOCATIONS @ MILLWORK COUNTERS OUTLETS POWER AND DATA MOUNTED HORIZONTALLY 6"7"7"6" STROBE WHERE OCCURS 80" AFF MAX42" AFF18" AFFLOCATIONS @ COLUMNS, BETWEEN DOORS, ETC. STROBE, FIRE ALARM PULL AND OUTLET FIRE ALARM PULL WHERE OCCURS POWER OUTLET WHERE OCCURS6"80" AFF MAX18" AFF42" AFFSTROBE WHERE OCCURS T-STAT WHERE OCCURS POWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED ON COLUMN LOCATIONS @ COLUMNS, BETWEEN DOORS, ETC. STROBE, THERMOSTAT and OUTLET CLUSTER80" AFF MAX18" AFF42" AFFSTROBE WHERE OCCURS T-STAT WHERE OCCURS POWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED ON COLUMN LOCATIONS @ COLUMNS, BETWEEN DOORS, ETC. STROBE, THERMOSTAT, SWITCHES and OUTLETCL DR HWDRSWITCH(S) & DIMMER(S) GANG UNDER ONE COVERPLATE AND CENTER 6"8" EQ EQ 1' - 2"4"18" AFF42" AFF80" AFF MAXLOCATIONS @ CORNER STROBE, SWITCHES, THERMOSTAT AND OUTLET STROBE WHERE OCCURS T-STAT WHERE OCCURS POWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED ON COLUMN SWITCH(S) OR DIMMER(S) GANG UNDER ONE COVERPLATE AND CENTER T-STAT WHERE OCCURS SWITCHES AND DIMMERS POWER OUTLET MOUNTED HORIZONTALLY CREDENZA OR COUNTER LOCATIONS @ CREDENZA OR COUNTER THERMOSTAT AND SWITCHES LOCATIONS @ DOOR JAMBS STROBE, THERMOSTAT, AND OUTLET POWER OUTLET WHERE OCCURS T-STAT WHERE OCCURS STROBE WHERE OCCURS 18" AFF42" AFF80" AFF MAX8" LOCATIONS @ DOOR JAMBS STROBE, CARD READER, EGRESS BUTTON OR FIRE ALARM PULL, THERMOSTAT AND OUTLET POWER OUTLET WHERE OCCURS T-STAT WHERE OCCURS STROBE WHERE OCCURS 18" AFF42" AFF80" AFF MAX8"6" CARD READER, EGRESS BUTTON OR FIRE ALARM PULL LOCATIONS @ DOOR JAMBS STROBE, SWITCHES, THERMOSTAT AND OUTLET LOCATIONS @ CASED OPENINGS, SIM. POWER OUTLET WHERE OCCURS T-STAT WHERE OCCURS STROBE WHERE OCCURS 18" AFF42" AFF80" AFF MAXSWITCH(S) OR DIMMER(S) GANG UNDER ONE COVER PLATE 8"6" LOCATIONS @ FIRE EXTINGUISHER CABINET STROBE AND FIRE ALARM PULL80" AFF MAX48" AFF6" STROBE WHERE OCCURS FIRE ALARM PULL FIRE EXTINGUISHER CABINET 6"BOTTOM OF TV42" AFFLOCATIONS @ WALL MOUNTED TVS POWER & DATA TO BE CENTERED BEHIND TELEVISIONS EQEQ POWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED BELOW TVS 18" AFFOF WAINSCOTING TRIMALIGN WITH TOPLOCATIONS @ WALL MOUNTED WHITEBOARDS POWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED BELOW WHITEBOARDS 18" AFFOUTLET LOCATIONS @ TABLE TOPS4"TOP OF TABLE34" AFF MAXPOWER & DATA OUTLET CLUSTER VERTICALLY MTD CENTERED ABOVE NOOKS 305 305A NOTES: 1. ALL SIGNAGE FOR PERMANENT SPACES SHALL COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS SCHEDULED SIGNAGE MAX5'-0"MAX 8" THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:24 PMA0.02 TYPICAL MOUNTING HEIGHTS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/2" = 1'-0"1PGAL Typical Mounting Heights №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 GENERAL NOTES 1. ALL POSSIBLE VARIATIONS OF PARTITIONS TYPES AND U.L. FIRE RATINGS ARE NOT NECESSARILY UTILIZED IN THIS PROJECT AND ARE SHOWN FOR REFERENCE ONLY UNLESS RATED PARTITIONS ARE INDICATED ON THE FLOOR PLANS. WHERE U.L. RATED PARTITIONS ARE INDICATED, REFER TO FLOOR PLANS AND PROVIDE FIRE SEALANT AT THOSE LOCATIONS AS REQUIRED. 2. WHERE FULL HEIGHT PARTITIONS ARE PERPENDICULAR TO SPAN OF STRUCTURAL JOISTS OR GIRDERS, THE PARTITION SHALL EXTEND TO THE UNDERSIDE OF FLOOR DECK AND FOLLOW THE LINE OF FLOOR DECK. 3. PROVIDE CEMENTITIOUS BACKER BOARD ON ALL WALLS TO RECEIVE CERAMIC TILE FINISH. PROVIDE WATER RESISTANT GYPSUM PANELS ON CEILINGS IN ROOMS THAT INCLUDE SHOWERS. FRAMING NOT TO EXCEED SPACING RECOMMENDED BY MANUFACTURER. 4. PROVIDE ONE LAYER OF 5/8" MOISTURE RESISTANT GYPSUM BOARD AT WALLS BEHIND SINKS AND LAVATORIES WITHOUT TILE. MOISTURE RESISTANT GYPSUM BOARD SHALL BE INSTALLED WITHIN 2' OF ALL URINALS AND WATER CLOSETS, TO A HEIGHT OF 4' AFF. 5. WHERE FIRE RESISTIVE CONSTRUCTION IS INDICATED, PROVIDE TYPE X-W/R BOARD. IN CONDITIONS WHERE NOTE 3 AND 4 APPLY, INSTALL 1 LAYER OF APPLICABLE MOISTURE RESISTANT BOARD OR CEMENTITIOUS BACKER BOARD OVER THE TYPE X-W/R BOARD. INSTALL PER MANUFACTURER LIMITATIONS. 6. STC RATINGS SHOWN FOR SOUND WALLS ARE BASED ON LABORATORY TESTED ASSEMBLIES AND DO NOT NECESSARILY INDICATE THE ACTUAL STC RATING OF THE COMPLETED WORK. PROVIDE MTL. DECK FILLERS WHERE FULL HEIGHT PARTITIONS ARE PERPENDICULAR TO SPAN OF DECK. DECK FILLERS ARE TO BE COMPATIBLE WITH ALL FIRE RATED ASSEMBLIES AND ARE TO BE APPROVED BY ALL GOVERNING AGENCIES. 7. PROVIDE FIRE TREATED WOOD BLOCKING, SHEET METAL OR STEEL BACKING IN PARTITIONS TO SUPPORT WALL MOUNTED ITEMS AND EQUIPMENT, ETC. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. REFER TO SPECS REGARDING REQUIREMENTS OF GYP. CONTROL JOINT LOCATIONS. SUBMIT TO ARCHITECT FOR APPROVAL. 10. PROVIDE DEEP LEG DEFLECTION TRACKS AT FULL HEIGHT PARTITIONS. 11. REMOVE TEMPORARY WALL BRACING ONCE FINAL METAL STUD FRAMING IS COMPLETED. 1. ALL METAL STUDS TO BE 20 ga. PLACED AT 16" 0.C. UNLESS NOTED OTHERWISE OR WHERE THE LIMITING HEIGHT REQUIRES 16ga AT 16" O.C. 2. ALL FURRING CHANNELS TO BE 25 ga. AND PLACED AT 16" 0.C. UNLESS NOTED OTHERWISE. 3. PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE 16 ga. PLACED AT 16" O.C. 4.REFER TO STRUCTURAL FOR STUD ga. SIZE AND SPACING FOR ALL STRUCTURALLY DESIGNED PARTITIONS. 5. REFER TO ASTM C754 FOR LIMITING HEIGHTS CRITERIA. LIMITING HEIGHTS ARE TO BE DETERMINED BY DEFLECTION CRITERIA RATIO OF L/240, AND LATERAL PRESSURE OF 5 PSF UNLESS NOTED OTHERWISE OR DICTATED OTHERWISE BY PRESIDING BUILDING CODE. WHERE FLOOR TO STRUCTURE HEIGHT OF PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAD AS REQUIRED TO MAINTAIN REQUIRED DEFLECTION RATIO. 6. FOR PARTITIONS WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE, DESIGN PARTITION SYSTEM TO MAINTAIN DEFLECTION RATIO WITHIN L/360. SUSPENDED CEILINGS SHALL NOT BE CONSIDERED AS BRACING. 30° to 60°.LIMITING HEIGHT SUPPLEMENTAL BRACING CONSISTING OF MTL STUDS OR MTL ANGLES COLD FORMED FRAMING NOTES6"REFER MOUNTING TYPICAL HEIGHTSA.F.F.2'-6"REFER TYPICALMOUNTING HEIGHTS2'-6"6" 6" EQUAL EQUAL SECTION ABOVE CEILING FIRE RATED PARTITION TOP INSTALL METAL STUD FRAMING ON BOTH SIDES AND AT THE TOP AND BOTTOM OF DUCT OPENINGS IN FIRE RATED PARTITIONS SCREW GYPSUM BOARD TO FRAMING ON ALL 4 SIDES AND SEAL JOINT BETWEEN DUCT AND PARTITION DUCT (DAMPER NOT SHOWN FOR CLARITY) BOTTOM SIDES SIMILAR IN-WALL BRACING SHALL BE NO LESS THAN A 6" x 1 1/4" x 14 GAUGE CHANNEL, STEEL Fy = 50ksi, AND SHALL SUPPORT A 250 POUND GRAVITY LOAD CONCENTRATED AT ANY POINT ON THE DEVICE BEING ANCHORED. 16 GA.x4" WIDE MTL BACKUP PLATE MAY BE USED PLAN SECTION IN-WALL BRACING GRAB BAR STUD CAVITY STUDS PROVIDE IN-WALL BRACING IN ALL PARTITIONS OR EXTERIOR WALLS WHERE GRAB BARS, HANDRAILS, SHOWER SEATS OR OTHER EQUIPMENT ANCHORS TO METAL STUD WALLS AND IN OTHER LOCATIONS AS NOTED ON THE DRAWINGS. CENTER STUDS ABOUT THE LOCATION OF THE DEVICE ANCHOR POINT. GRAB BAR BRACKET SHOWN, OTHER DEVICES SIMILAR. TYPE A TYPE D TYPE BMOUNTING HEIGHTSREFER TYPICALTYPE C MIN. 20 GA. MTL. STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 8" MIN. DEEPER IF REQUIRED TRACK- CLIP FLANGES & FOLD WEB TO FORM ATTACHMENT FLANGE 3 5/8" MIN. DEEPER IF REQUIRED 16 GA MTL. RUNNER TRACK-CLIP FLANGES TO FIT OVER STUDS CONT. 16 GA. X 4" WIDE MTL. BACK-UP PLATE METAL WALL STUDS MIN. 20 GA. 16 GA MTL. RUNNER TRACK-CLIP FLANGES TO FIT OVER STUDS METAL WALL STUDS MIN. 20 GA. MIN. 20 GA. MTL. STUDS 6" 6" MOUNTING SUPPORT DETAILS SCALE: NONE IN-WALL BRACING SCALE: NONE 3"DIM. VARIES EXISTING WINDOWS TO REMAIN. 1/4" GAP TYP. BETWEEN END AND GLASS IF SPANDREL GLASS, INSTALL BLACK NEOPRENE GASKET. IF VISION GLASS, LEAVE GAP UNSEALED DRYWALL MOLDING END CLOSURE BY FRY REGLET OR EQUAL. PAINT TO MATCH ADJACENT WALL PARTITION AS SCHEDULED NOTE: EDGE ELEVATION OF PARTITION SHALL MATCH THE EDGE OF THE EXIST. WINDOW FRAME, GLAZING, DETAIL A DETAIL B EXISTING WINDOWS TO REMAIN COMPRESS BLACK NEOPRENE GASKET BETWEEN FRAME AND END. DRYWALL MOLDING END CLOSURE BY FRY REGLET OR EQUAL. PAINT TO MATCH ADJACENT WALL CENTER PARTITION ON MULLION, TYP. PARTITION AS SCHEDULED. DETAIL C EXISTING WINDOWS TO REMAIN COMPRESS BLACK NEOPRENE GASKET BETWEEN FRAME AND END DRYWALL MOLDING END CLOSURE BY FRY REGLET OR EQUAL. PAINT TO MATCH ADJACENT WALL PARTITION AS SCHEDULED CENTER PARTITION ON MULLION, TYP. EXISTING WINDOWS TO REMAIN EXTEND EDGE PAST EDGE OF MULLION. SEAL GAP BETWEEN END AND MULLION. DRYWALL MOLDING END CLOSURE BY FRY REGLET OR EQUAL. PAINT TO MATCH ADJACENT WALL PARTITION AS SCHEDULED NOTE: CONSIDER USING DETAIL 'C' IF POCKET CREATED IS DEEPER THAN 12". VERIFY WITH ARCHITECT. DETAIL D 45.0000° PARTITION AT MULLION DETAILS 1/4". PARTITION LEGEND ACOUSTICAL NOTES FIRE RATING NOTES 1. ALL ACOUSTICALLY CLASSED PARTITIONS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE TO THE REFERENCED TEST. 2. STAGGER AND SEAL ALL JOINTS ON MULTIPLE GYPSUM BOARD LAYER PARTITIONS. 3. SEAL ALL PERIMETER GAPS, AIR TIGHT, AT THE FLOORS, HEAD, ADJACENT CONSTRUCTION AND AROUND ANY PENETRATING ELEMENTS WITH INTERIOR GRADE ACOUSTICAL SEALANT. 4. ALL BATTS AND BLANKETS IN RATED WALLS MUST BEAR THE REQUIRED U.L. CLASSIFICATION MARKING AS TO FIRE-RESISTANCE. ALSO REFER TO CODE COMPLIANCE DETAILS IN A0.10 SERIES. 5. AT ACOUSTICALLY RATED PARTITIONS, DO NOT FILL THE STUD CAVITY (DEPTH) FULLY WITH SOUND BATTS. THE WIDTH OF THE SOUND BATTS SHOULD BE SLIGHTLY SMALLER THAN CAVITY TO AVOID BATTS COMPRESSION. HOWEVER, THE ENTIRE LENGTH AND HEIGHT OF THE WALL SHOULD HAVE CONTINUOUS AND UNINTERRUPTED SOUND ATTENUATION BATTS. 6. REFER TO DETAILS 9,10, 11 AND 12 ON SHEET A#.## FOR PARTITION TYPES WITH A DESIGNATED STC RATING. 7. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT ACOUSTICALLY CLASSED PARTITIONS IN ACCORDANCE TO DETAIL #/ A#.##. 8. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS ACCORDING TO #/A#.## UNLESS THE PARTITION IS ALSO FIRE RATED WHERE THE CODE COMPLIANCE DETAILS ON THE A0.10 SERIES SHOULD BE REFERENCED. 9. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS . PRIORITY 1 - HIGHEST PRIORITY 7 - LOWEST ONE HOUR FIRE/SMOKE PARTITION TWO HOUR FIRE/SMOKE PARTITION FOUR HOUR FIRE PARTITION TWO HOUR FIRE PARTITION ONE HOUR FIRE PARTITION ONE HOUR FIRE PARTITION NON-RATED PARTITION 1 1/2 HOUR - B LABEL 3/4 HOUR - C LABEL 1 1/2 HOUR - B LABEL 3/4 HOUR - C LABEL 20 MIN RATING NONE 3 HOUR - A LABEL PRIORITY 5 PRIORITY 6 PRIORITY 2 PRIORITY 3 PRIORITY 4 GYPSUM BOARD PARTITION PRIORITY LEGEND PARTITION DOOR RATING PRIORITY 1. UNDERWRITERS LABORATORY AND OTHER TESTING AGENCY DESIGNATIONS INDICATED FOR FIRE RESISTIVE CONSTRUCTION ARE GIVEN FOR PURPOSES OF DESCRIBING CONSTRUCTION REQUIREMENTS ONLY AND ARE NOT INTENDED TO LIMIT MANUFACTURERS OF MATERIALS. COMPLY WITH THE CONSTRUCTION REQUIREMENTS OF THE INDICATED DESIGN. 2. ALL PARTITION TYPES SHOWN HERE ARE DRAWN AS "NON FIRE-RATED". WHERE FIRE RESISTIVE WALL CONSTRUCTION IS INDICATED, ON THE FLOOR PLANS, PROVIDE "TYPE X" GYPSUM WALLBOARD AND FIRE RATED SEALANT AT PERIMETER JOINTS AND ALL PENETRATIONS, TYPICAL BOTH SIDES OF PARTITION AS INDICATED ON THE U.L. DETAILS AND ASSEMBLIES. 3. REFER TO G03.## FOR U.L. LISTED ASSEMBLIES. 4. REFER TO SHEET(S) G03.01 THRU G03.0# FOR THROUGH PENETRATION FIRESTOPPING; RATED JOINT SYSTEMS; AND A SCHEDULE OF LISTED ASSEMBLIES OR SYSTEMS. 5. REFER TO SHEET A0.13 FOR SHAFT WALL DETAILS. 6. REFER TO SHEET(S) A0.11 THRU A0.14 FOR ADDITIONAL PARTITION DETAILS. FIREWALL PARTITION LEGEND 1 HR AND 2 HR RATED AT CONTROL JOINTS SOUND BATTS TWO LAYERS 5/8" TYPE 'X' GYP BOARD 1, 2, 3, or 4 LAYERS OF GYP BOARD CONTRACTOR TO BID AND SUBMIT METAL STUD SIZES AND SPACING GAUGES THAT COMPLY WITH PROJECT REQUIREMENTS. LIMITING HEIGHTS ARE BASED ON STEEL STUD MANUFACTURES ASSOCIATION GUIDELINES 2012 ICC ESR#3064P AND IN COMPLIANCE WITH 2012 IBC ASTM C754 FOR STUDS AND RUNNERS. STUDS FOR FURRED PARTITIONS WHICH EXCEED 12'-0" HEIGHT REQUIRE MID-HEIGHT BRACE TO ADJACENT WALL LIMITING HEIGHT NOTES 1 HOUR, SMOKE TIGHT 2 HOUR, SMOKE TIGHT 3 HOUR, SMOKE TIGHT 4 HOUR, SMOKE TIGHT RED FILTER BLUE FILTER ORANGE FILTER GREEN FILTER NOTE: PRINT THIS SHEET & LIFE SAFETY PLANS IN COLOR FOR EASIER COORDINATION. FIRST 3 DIGITS OF EACH PARTITION TYPE TAG DESCRIBE PARTITION TYPES, THIRD DIGIT/LETTER INDICATES NOMINAL THICKNESS OF METAL STUD OR MASONRY. LAST NUMERIC DIGIT INDICATES HOURLY "FIRE RESISTIVE RATING" REQUIRED OF THAT PARTITION. B1 4 1 TYPE OF PARTITION: [A] = MTL STUD-SINGLE LAYER GYP. WALL [B] = MTL STUD-MULTI LAYER GYP. WALL [C] = CHASE WALL [F] = FURRING WALL [M] = MASONRY OR MASONRY W/ FURRING [P] = PARTIAL HEIGHT STUD WALL [S] = SHAFT WALL [T] = TEMPORARY WALL [Y] = SECURITY WALL PARTITION TAG THICKNESS OF PARTITION FRAMING COMPONENT: [0] = 7/8" METAL STUD [1] = 1 5/8" METAL STUD, 3/4" WOOD [2] = 2 1/2" METAL STUD, 1 1/2" WOOD [3] = 3 5/8" METAL STUD, 2 1/2" WOOD [4] = 4" METAL STUD, 3 5/8" CMU, 3 1/2" WOOD [6] = 6" METAL STUD, 5 5/8" CMU, 5 1/2" WOOD [8] = 8" METAL STUD, 7 5/8" CMU, 7 1/2" WOOD [9] = 11 5/8" CMU, 11 1/4" WOOD FIRE RATING REQUIREMENT ("0" or BLANK FOR NO RATING) [5]= 30 MIN. RATING [1]= 1 HR RATING [2]= 2 HR RATING [3]= 3 HR RATING [4]= 4 HR RATING If need be: "Partition Types" may be altered to be as below if more identifying parameters must be defined for Project needs. Sample: A01-A99, B01-B99, etc... i.e. A014_, B0142 NOTE: Depending on Scale, possibly Solid Color will read more clear. DUCT PENETRATIONS SCALE: NONE SCALE: NONE LINE STYLE OR COLOR FILL OR MASONRY. 1/4" GAP MAX FOR ENTIRE HEIGHT PARTITION TYPE A1: METAL STUDS WITH ONE LAYER OF 5/8" GYP BD EACH SIDE. BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SLIP TRACK OR SLOTTED HEAD TRACK AS APPROVED BY ARCHITECT CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. PARTITION TYPE A2: METAL STUDS WITH ONE LAYER 5/8" GYP. BD. EACH SIDE, AND 2 1/2" ACOUSTICAL INSULATION FULL HEIGHT. (RE: UL DESIGN) BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SLIP TRACK OR SLOTTED HEAD TRACK AS APPROVED BY ARCHITECT CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. WALL INSULATION AS SCHEDULED BELOW. BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SLIP TRACK OR SLOTTED HEAD TRACK AS APPROVED BY ARCHITECT CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. PARTITION TYPE A3: METAL STUDS WITH ONE LAYER 5/8" GYP. BD. ON EACH SIDE. SCHEDULED CEILING PARTITION TYPE A4: METAL STUDS WITH ONE LAYER 5/8" GYP. BD. ON EACH SIDE. BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SLIP TRACK OR SLOTTED HEAD TRACK AS APPROVED BY ARCHITECT CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SCHEDULED CEILING4"PARTITION TYPE A5: METAL STUDS WITH ONE LAYER 5/8" GYP. BD. ON EACH SIDE. BOTTOM OF DECK / FLOOR SYSTEM CEILING HANGER WIRE CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SCHEDULED CEILING RACO HEAD TRACK FACTORY STD. COLOR AND FINISH CONTINUOUS COMP. NEOPRENE TAPE STUD TRACK PARTITION TYPE A6: METAL STUDS WITH ONE LAYER 5/8" GYP. BD. ON EACH SIDE, AND 2 1/2" ACOUSTICAL INSULATION TO BOTTOM OF SCHEDULED CEILING AND HORIZONTALLY ABOVE CEILING. BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. 4'-0". 4'-0". SCHEDULED CEILING HEAD TRACK, FACTORY STD. COLOR AND FINISH CONTINUOUS COMP. NEOPRENE TAPE STUD TRACK 2" SOUND ATTENUATION INSULATION ON TOP OF CEILING JOINTS. BOTTOM OF DECK / FLOOR SYSTEM REFER TO STRUCTURAL FOR OVERHEAD BRACING HORZ JT REINFORCING @ 16" O.C. VERTICALLY SCHEDULED CEILING REFER TO STRUCTURAL FOR BOND BEAD PARTITION TYPE M1: GROUT FILLED CMU. REFER TO STRUCTURAL BOTTOM OF DECK / FLOOR SYSTEM REFER TO STRUCTURAL FOR OVERHEAD BRACING HORZ JT REINFORCING @ 16" O.C. VERTICALLY REFER TO STRUCTURAL FOR BOND BEAD PARTITION TYPE M2: PERLITE FILLED CMU. REFER TO STRUCTURAL PARTITION TYPE F1: METAL STUDS WITH ONE LAYER OF 5/8" GYP BD BOTTOM OF DECK / FLOOR SYSTEM CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. SLIP TRACK OR SLOTTED HEAD TRACK AS APPROVED BY ARCHITECT CONTINUOUS SEALANT, BOTH SIDES, TYPICAL. PARTITION TYPE F2: METAL STUDS WITH ONE LAYER OF 5/8" GYP BD, AND 2 1/2" ACOUSTICAL INSULATION FULL HEIGHT. (RE: UL DESIGN) BOTTOM OF DECK / FLOOR SYSTEM REFER TO STRUCTURAL FOR OVERHEAD BRACING HORZ JT REINFORCING @ 16" O.C. VERTICALLY SCHEDULED CEILING REFER TO STRUCTURAL FOR BOND BEAD PARTITION TYPE M3: GROUT FILLED CMU. REFER TO STRUCTURAL BOTTOM OF DECK / FLOOR SYSTEM REFER TO STRUCTURAL FOR OVERHEAD BRACING HORZ JT REINFORCING @ 16" O.C. VERTICALLY SCHEDULED CEILING REFER TO STRUCTURAL FOR BOND BEAD PARTITION TYPE M4: CMU. WITH ONE LAYER 5/8" GYP. BD. HAT CHANNEL CONTINUOUS SEALANT, BOTH SIDES, TYPICAL.4"HORZ JT REINFORCING @ 16" O.C. VERTICALLY REFER TO STRUCTURAL FOR BOND BEAD PARTITION TYPE M5: GROUT FILLED CMU. REFER TO STRUCTURAL THIS PARTITION IS ONLY TO BE USED AT KENNEL PARTITION WALL4'-8" TALLPREPARE TOP OF WALL TO RECEIVE STAINLESS STEEL SIDE PANEL THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:25 PMA0.10 PARTITION TYPES CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 PARTITION TYPE A1 PARTITION TYPE A2 PARTITION TYPE A3 PARTITION TYPE A4 PARTITION TYPE A5 PARTITION TYPE A6 PARTITION TYPE M1 PARTITION TYPE M2 PARTITION TYPE F1, F2PARTITION TYPE M3 PARTITION TYPE M4 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING PARTITION TYPE M5 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 Desc: Location: MFR: Style: Color: Size: Remarks: INHAUS GLUE-DOWN, STAGGERED INSTALLATION PATTERN BY MIN. 8" PVC-FREE POLYPROPOLENE MINERAL CORE PLANK 7" X 48" X 3 MM MCP01 AUTUMNWOOD 9189 MOTO FLOORING RE: OVERALL FINISH PLAN INTERIOR FINISH MATERIALS Desc: Location: MFR: Style: Color: Size: Remarks: DALTILE MAPEI 5027 SILVER PORCELAIN TILE 12" X 24" T01 STERLING RECTANGLE PALAZZO RESTROOMS Desc: Location: MFR: Style: Color: Size: Remarks: WESTCOAT EC-102 FINISH EPOXY EP01 KR2308 SWEETGRASS 40-S EPOXY MORTAR QUARTZ RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: WESTCOAT EC-102 FINISH EPOXY EP02 KR2312 SPOONDRIFT 40-S EPOXY MORTAR QUARTZ RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: CRANE COMPOSITE RE: DOOR SCHEDULE FIBER-REINFORCED PLASTIC 4' X 8' FRP01 SHELTER COVE GRAY 1281 VARIETEX LINEN TEXTURE WALL DOORS Desc: Location: MFR: Style: Color: Size: Remarks: ROCA TILE MAPEI 5027 SILVER GROUT WT01 5" X 5" WT01 AZUL ST. TROPEZ RESTROOMS Desc: Location: MFR: Style: Color: Size: Remarks: ROCA TILE MAPEI 5027 SILVER GROUT WALL TILE 5" X 5" WT02 CORAL ST. TROPEZ RESTROOMS Desc: Location: MFR: Style: Color: Size: Remarks: MDC BOLTA CONTRACT RANDOM REVERSIBLE PATTERN MATCH TYPE II VINYL 54" W WC01 STREET CHIC BBHU07 SOHO UNDERGROUND OPERABLE PARTITION Desc: Location: MFR: Style: Color: Size: Remarks: ROPPE TO BE USED AT MCP AND SC FLOORING RUBBER BASE 4 1/2" H RB01 193 BLACK BROWN STANDARD TOE WALL BASE Desc: Location: MFR: Style: Color: Size: Remarks: SCHLUTER TO BE USED OUTSIDE CORNERS AND TRIM, TOP OF TB01 TRIM TR01 ANNODIZED ALUMINUM QUADEC TRIM RESTROOMS, LOCKER ROOM Desc: Location: MFR: Style: Color: Size: Remarks: INPRO CORNER GUARD CG01 TBD 130F FLUSH MOUNT CORRIDOR 136 Desc: Location: MFR: Style: Color: Size: Remarks: ABET LAMINATI PLASTIC LAMINATE PL01 480 SEI MILLWORK RR SINK APRON Desc: Location: MFR: Style: Color: Size: Remarks: FORMICA PLASTIC LAMINATE PL02 4925-NG WALNUT SOFTWOOD NATURAL GRAIN MILLWORK Desc: Location: MFR: Style: Color: Size: Remarks: WILSONART PLASTIC LAMINATE PL03 SHADOW ZEPHYR 4857-60 MATTE FINISH COUNTERTOP Desc: Location: MFR: Style: Color: Size: Remarks: DURASEIN TBD SOLID SURFACE 1/2" X 30" X 144" CS01 ICY GREY Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT PT01 SW7649 SILVERPLATE SATIN PAINT TYP PAINT U.N.O. Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT PT02 SW7757 HIGH REFLECTIVE WHITE FLAT GYPSUM CEILINGS Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT PT03 SW7649 SILVERPLATE WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT PT04 SW7649 SILVERPLATE WATER-BASED EPOXY ACCENT Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT PT05 SWXXXX LIGHT BLUE SATIN ACCENT Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT06 SW6318 RESOUNDING ROSE WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT07 SW6632 NEIGHBORLY PEACH WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: DURASEIN SOLID SURFACE CS02 DM5026 LEADEN TBD RECEPTION DESK Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT12 SW6534 ICY WATER-BASED EPOXY PAINT CONT'D RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT13 SW9074 GENTLE GRAPE WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT08 SW9007 MELON MELOSO WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT09 SW9017 SUNNY VERANDA WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT10 SW6428 HONEYDEW WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT EXTERIOR WALL ONLY 8'-0" H PT11 SW9051 AQUAVERDE WATER-BASED EPOXY RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: H&C ENDURAPOLISH SEALED CONCRETE SC01 CLEAR WATER-BASED RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: GYPSUM WALLBOARD PAINTED PG01 PT02 RE: OVERALL RCP Desc: Location: MFR: Style: Color: Size: Remarks: ROCKFON ACOUSTICAL CEILING TILE 2' X 2' ACT02 WHITE SONAR SQ RE: OVERALL RCP Desc: Location: MFR: Style: Color: Size: Remarks: ROCKFON ACOUSTICAL CEILING TILE 2' X 2' ACT01 WHITE ARTIC SLN CEILING RE: OVERALL RCP Desc: Location: MFR: Style: Color: Size: Remarks: DALTILE ALIGN WALL AND FLOOR GROUT LINES, MAPEI 5027 SILVER GROUT PORCELAIN TILE 6" X 24" TB01 STERLING RECTANGLE PALAZZO RESTROOMS Desc: Location: MFR: Style: Color: Size: Remarks: WESTCOAT EC-102 FINISH EPOXY BASE 6" H EPB01 COORDINATING EP COVE GEL RE: OVERALL FINISH PLAN Desc: Location: MFR: Style: Color: Size: Remarks: AMERIPOLISH COLORED CONCRETE CC01 BLACK LOBBY PAW PRINT Desc: Location: MFR: Style: Color: Size: Remarks: CLARUS INSTALL WITH TRUMOUNT MARKERBOARD MB01 CBC-200 WALL2WALL Desc: Location: MFR: Style: Color: Size: Remarks: CLARUS INSTALL WITH TRUMOUNT, GRAPHIC TBD MARKERBOARD WITH GRAPHIC RE: 1/A8.01 MB02 CBC-200 WALL2WALL LOBBY Desc: Location: MFR: Style: Color: Size: Remarks: STAINLESS STEEL SS01 COUNTERTOP Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT14 SW6318 RESOUNDING ROSE GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT15 SW6632 NEIGHBORLY PEACH GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT16 SW9007 MELON MELOSO GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: INPRO SOLID SURFACE SHOWER BASIN RE: SPECS SB01 QUARRY P9705 BIO PRISM SOLID SURFACE LOCKER ROOMS Desc: Location: MFR: Style: Color: Size: Remarks: MECHOSHADE MANUAL, 3% OPEN, CLEAR ANNODIZED FASCIA ROLLING SHADES RE: FLOOR PLAN RS01 1616 SLATE SOHO 1600 SERIES RE: FLOOR PLAN Desc: Location: MFR: Style: Color: Size: Remarks: SCRANTON PRODUCTS CONTINUOUS BRACKET HARDWARE CEILING HUNG TOILET PARTITION TP01 SHALE HINY HIDERS MISC. RESTROOMS Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT17 SW9017 SUNNY VERANDA GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT18 SW6428 HONEYDEW GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT19 SW9051 AQUAVERDE GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT20 SW9145 SLEEPY HOLLOW GLOSS ENAMEL RE: A8.03 Desc: Location: MFR: Style: Color: Size: Remarks: SHERWIN WILLIAMS PAINT TOP, BOTTOM, AND TWO SIDES OF INTERIOR CAT CONDO PAINT PT21 SW9074 GENTLE GRAPE GLOSS ENAMEL RE: A8.03 OPENING & STRIP SCHED. TILE ROLLING TRAFFIC TRANSITION- ROPPE #74 193 BLACK BROWN SCHED. DOOR WHERE OCCURS ON PLAN SEALED CONCRETE SEALED CONCRETE SCHED. DOOR WHERE OCCURS ON PLAN. REDUCER-ROPPE 193 BLACK BROWN MINERAL PLANK COMPOSITE FLOORING OPENING & STRIP 3MMTHIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER KEY PLAN C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:31 PMA0.20 FINISH LEGEND CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING ST STONE STU CEMENT PLASTER (Stucco) SF STOREFRONT CW CURTAIN WALL MP METAL PANEL SYSTEM RF ROOFING SYSTEMS EXTERIOR SP SOLID PLASTIC PARTITION PH PHENOLIC PARTITION QZ QUARTZ SOLID SURFACE SO SOLID SURFACE F FABRICS GL GLASS PL PLASTIC LAMINATE MISCELLANEOUS STR3 Open STRUCTURE - SPECIAL... STR2 Open STRUCTURE - UNIFORMLY... STR1 Open STRUCTURE - NOT PAINTED AC ACOUSTICAL CEILING PANELS PG PAINTED GYPSUM BOARD CEILINGS IW INTEROR ALUMINUM WINDOW SYSTEM (not storefront) TX TEXTURED APPLICATIONS M METALS / MISCELLANEOUS SST STAINLESS STEEL BR CLAY BRICK MASONRY CMU CONCRETE MASONRY UNIT WP WALL PANEL... WC WALL COVERINGS (Vinyl, Paper,... WALLS AC INTERIOR ACCESSORIES (wall accessories, floor accessories) CB CARPET BASE TB TILE BASE VB VINYL BASE RB RUBBER BASE BASES EP EPOXY CF CONCRETE SPECIAL FINISH SC SEALED CONCRETE R RESILIENT FLOORING / RUBBER FLOORING... TZ TERRAZZO VT VINYL FLOORING (not VCT) VCT VINYL COMPOSITION TILE ST STONE (Floor or Wall Install) T TILE (Porcelain, Ceramic, Quarry) MCP MINERAL CORE PLANK CT CARPET TILE CP CARPET CC COLORED CONCRETE FLOORING PL PLASTIC LAMINATE WD WOOD (wood and stains) GLAZING EXTERIOR (GL21-99)GL GLAZING INTERIOR (GL01-19) PTS PAINT SPECIALTY (elastomeric coatings, tnemec paints, kynar, hylar) PT PAINT COMMON CODE MATERIAL 12" = 1'-0"1SEALED CONCRETE / TILE 12" = 1'-0"2RESILIENT FLOORING/ SEALED CONCRETE 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 TYPE REMARKS LEGEND 1. WITH EGRESS DEVICE 2. MAGNETIC DOOR HOLDER 3. FIRE DOOR 5. ELECTRICAL ROOM DOORS 6. KICK PLATE ON BOTH SIDES 7. ACCESS PANEL DOOR 8. WITH CLOSER 9. KNOXPAD LOCKS AT ALL MANUAL GATES 10. DOORS WIDTH TO ALLOW FOR EQUIPMENT INSTALLATION AND FUTURE EUIPMENT REPAIR A B A SINGLE DOOR Panel Panel Panel DOUBLE DOORS PANEL "A" WILL ALWAYS BE FROM LEFT HINGE SWINGING OUTWARD. BPanelAPanel DOOR PANEL LEGEND GENRAL NOTES 1. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING DOORS AND DOOR HARDWARE. 2. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION IN WRITING BEFORE EXECUTION OF WORK. 3. ALL EXTERIOR DOORS SHALL HAVE A CURRENT MIAMI-DADE NOA FLORIDA PRODUCT APPROVALOR THE TEXAS DEPARTMENT OF INSURANCE PRODUCT APPROVAL ; LISTED DESIGN PRESSURES SHALL MEET OR EXCEED REQUIRED DESIGN PRESSURES SHOWN IN THE DRAWINGS. 4. SEE STRUCTURAL DRAWINGS FOR DESIGN WIND PRESSURES FOR OPENINGS. 5. SEE FLOOR PLANS FOR PARTITION TAGS. SEE SHEET A0.11 FOR PARTITION TYPE SCHEDULE. DOOR SUPPLIER TO COORDINATE HM METAL FRAME THROAT DIMENSION FOR THE DOOR AND FRAME SUBMITTAL. 6. ALL EXTERIOR HM DOORS AND FRAMES SHALL BE GALVANIZED; G60 COATING MINIMUM. 7. ALL EXTERIOR HM DOORS SHALL HAVE A CLOSED CHANNEL TOP. 8. ALL METAL DOORS SHALL BE SEAMLESS (EDGE SEAMS WELDED AND GROUND SMOOTH) WITH TOP AND BOTTOM CLOSURE CAPS. 9. ALL OPERABLE DOOR HANDLES SHALL BE LEVER TYPE. 10. EXTERIOR DOOR OPENING FORCE SHALL NOT EXCEED 8.5 LBS. 11. INTERIOR DOOR OPENING FORCE SHALL NOT EXCEED 5.0 LBS. 12. ALL FIRE RATED DOORS SHALL BE SELF CLOSING AND LATCHING. 13. THRESHOLD AT DOORWAYS SHALL BE ADA COMPLIANCE. 14. SEE MECHANICAL DRAWINGS FOR DOOR LOUVERS AND / OR ADDITIONAL UNDERCUTS WHEN REQUIRED. 15. CONTRACTOR TO COORDINATE DOOR WIDTH WITH EQUIPMENT TO ALLOW FOR EQUIPMENT INSTALLATION AND FURTURE EQUIPMENT MAINTENANCE DOOR SCHEDULE NOTES 1. ROOM AND DOOR REFERENCE NUMBERS ARE FOR DESIGN AND CONSTRUCTION COORDINATION PURPOSES ONLY. 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR FINAL ROOM & DOOR IDENTIFICATION FOR CLOSEOUT DOCUMENTATION. 3. CONTRACTOR SHALL FIELD VERIFY ALL DOOR SIZES & HARDWARE WITH OPENING PRIOR TO DOOR SUBMITTAL AND INSTALLATION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 4. EXTERIOR ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEMS SHALL HAVE A CLEAR ANODIZED FINISH ( CLASS 1 COATING ) UNLESS OTHERWISE NOTED TO RECEIVE SPECIFIED COLOR. SEE WINDOW SCHEDULE AND BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. 5. INTERIOR WINDOW AND DOOR SYSTEMS SHALL HAVE A CLEAR ANODIZED FINISH. 6. DOORS WITH ELECTRIC STRIKES TO RECEIVE GROUT GUARDS WHEN FRAMES ARE GROUT FILLED OR RECEIVE FOAM INSULATION. 7. PROVIDE "NO STORAGE PERMITTED" SIGNAGE AT ALL ELECTRICAL AND LOW VOLTAGE EQUIPMENT ROOMS (I.T. / IDF / MDF / RADIO EQUIP.) 8. DOORS WITH ADA OPERATORS SHALL HAVE SAID DEVICES ON BOTH THE PUSH AND PULL SIDES OF THE DOOR. 9. SEE FINISH SCHEDULE AND BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION REGARDING COLORS. FINISH LEGEND AL- ALUMINUM CAL -CLEAR ANODIZED ALUMINUM FBG -FIBER GLASS HFG-HEAVY DUTY FENCE / GATE GL - GLASS G - GALVANIZED HC -WOOD HOLLOW CORE HM -HOLLOW METAL HG -HOLLOW METAL GALV HS -HM 24 GA. STEEL PF - PREFINISHED PL -PLASTIC LAMINATE PT- PAINTED PVDF - 70% RESIN COATING SS -STAINLESS STEEL HC -WOOD, HOLLOW CORE VL -VINYL WD -WOOD, SOLID CORE MATERIALS AL - Aluminum HM - Hollow Metal HG - Hollow Metal Galv SS - Stainless Steel WS - Wood, Solid Core WH - Wood, Hollow CoreHS- HM 24 Ga. Steel VL - Vinyl PL - Plastic Laminate PANEL FINISH AL - Aluminum VL - Vinyl FRP - Fiberglass WC - Wood, Solid Core HM - Hollow Metal WH - Wood Hollow Core HS - HM 24 Ga. Steel SST - Stainless Steel 003 SEE SCHED.4"2"SEE SCHED.2" FLOOR FIN. 001 SEE SCHED.2"2"SEE SCHED.2" 002 SEE SCHED.2"2"SEE SCHED.2" FRAME WRAPS WALL STRUCTURE INDUSTRY STANDARD FRAME DEPTHS; DOES NOT WRAP WALL STRUCTURE MASONRY FRAME 00H.CRE: DOOR SCHEDULERE: DOOR SCHEDULE RAILS#' Head Room4" RAIL OFFSET WALL OPENING OVERHEAD COILING DOOR PER SCHED.PER SCHEDULEFGPER SCHEDULE, TYP.PER SCHED. F PROVIDE UNDERCUT AS REQUIRED FOR THRESHOLD & MECH REQUIREMENTS (TYPICAL) PREFINISHED ALUMN MUNTINSEQEQPER SCHEDULE, TYP.PER SCHED. KICK PLATE TYP. NV 7'-0"PER SCHED.G1 KICK PLATE TYP. PER SCHED. 5"5"1'-0"5"3'-0" 2'-6" 6"4 1/2" FOLDING PANEL PARTITION (PAIRED PANEL SYSTEM)V.F9' - 0"25' - 9" CEILING RECESSED TRACK EQ EQ EQ EQ EQ EQ PANEL STACK SPACE FP HC CONFIRM ALL DIMENSIONS WITH MANUF.REF. SCHEDULE1'-2"CONFIRM ALL DIMENSIONS WITH MANUF. REF. SCHEDULE FLUSH PANEL NARROW VISION FULL GLASS PANEL TWO LITE IMPACT RESISTANT PRE-FINISHED METAL MOTORIZED COILING DOOR 1'-0" EQ 6" EQ 6" 6"PER SCHED.G2 KICK PLATE TYP. PER SCHED. 6" TWO LITE GL4 GL4 6"6" GL3 GL3 GL4 GL4 GENERAL NOTES - WINDOWS 1. ALL ALUMINUM FRAMES TO BE PRE-FINISHED ALUMINUM W/ SOLID PERIMETER FRAMING MEMBERS AND NOT OPEN PROFILE 2. PROVIDE SILICONE SEALANT OVER BACKER ROD AROUND ALL FRAMES AND LOUVERS 3. ALL FRAMES ARE FRONT SET U.N.O. 4. PROVIDE TEMPERED GLASS AS REQUIRED BY IBC 2015 OR LOCAL CODE OFFICIAL. 5. REFER TO FLOOR PLAN FOR LOCATION OF ALL FRAMES. 6. INSTALL ALUMINUM MINI BLINDS AT ALL PRIVATE OFFICE AND CONFERENCE ROOMS EXTERIOR WINDOWS . TYP. REF. SPECS. 7. PRIOR TO FABRICATION, COORDINATE FINAL WINDOW FRAME SYSTEM DIMENSIONS WITH FIELD VERIFIED ROUGH OPENING CONDITIONS. 8. ALL EXTERIOR ALUMINUM FRAMES, GLAZING AND LOUVERS MUST BE IMPACT RESISTANT GLAZING TYPE GLASS TYPE OUTER LITE INNER LITE DESCRIPTION GL1 GL2 1/4" TINTED OPACITY CLEAR 1/4" CLEAR FIRE RATED 9/16" LAMINATED INSULATED IMPACT AND WIND RESISTANT GLASS FIRE RATED GLAZING THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:32 PMA0.30 DOOR ASSEMBLY TYPES AND SCHEDULES CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/8" = 1'-0"2 DOOR FRAME TYPES 3/8" = 1'-0"1 Door Panel Types DOOR SCHEDULE Data Panel Panel Panel Frame Frame Types Frame General Mark Room Name Size Matl Finish Matl Finish Fire Rating HDWR RemarksWidth Height THK Head Jamb Sill GROUND LEVEL 101 RECEPTION 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. C201C CR 102A LOBBY 6'-0" 9'-0" 1 3/4" AL G1 CAL AL CAL SF-01 6/A7.71 2/A5.01 1/A0.35 WC714A CR 102B LOBBY 6'-0" 7'-0" 1 3/4" WS G2 PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 C700C CR 103 COPY/ WORK ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 104 FILE ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 103 105 TRAINING ROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 203 106 MENS RESTROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 401 107 TRAINING ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 701R 108 TRAINING ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 701CR 110A CORRIDOR 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 7/A0.35 10/A0.35 5/A0.35 WC715 CR 110B CORRIDOR 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 731 111 BREAK ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 112 SR. ANIMAL CONTROL OFFICER 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 101 113 ANIMAL CONTROL SUPERVISOR 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 101 114 WOMENS RESTROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 401 115 ANIMAL CONTROL OFFICERS 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 101 116 CORRIDOR 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 7/A0.35 10/A0.35 5/A0.35 WC714 CR 117 ADOPTION ROOM 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 118 RABIES QUARANTINE 3'-0" 7'-0" 1 3/4" FRP NV PREFIN FRP PREFIN 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 119A KENNEL TECH OPEN AREA 3'-0" 7'-0" 1 3/4" WS G2 HM HM HM 002 7/A0.35 10/A0.35 5/A0.35 WC205 CR 119B KENNEL TECH OPEN AREA 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 507 120 LAUNDRY ROOM 3'-0" 7'-0" 1 3/4" WS NV PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 121 LOCKER ROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 123 SHOWER 3'-0" 7'-0" 1 3/4" FRP F PREFIN FRP PREFIN 001 10/A0.36 9/A0.36 7/A0.36 343F 124 SHOWER 3'-0" 7'-0" 1 3/4" FRP F PREFIN FRP PREFIN 001 10/A0.36 9/A0.36 7/A0.36 343F 126 LOCKER ROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM HM 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 127A SALLY PORT 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 7/A0.35 10/A0.36 5/A0.35 WC715 CR 127B SALLY PORT 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 200CR 127C SALLY PORT 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 7/A0.35 10/A0.36 5/A0.35 WC715 CR 128 EQUIPMENT STORAGE 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 503 129 TRAPS STORAGE 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 503 130 DOG WASH 3'-0" 7'-0" 1 3/4" FRP F PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 401F 131A FREEZER 3'-0" 7'-0" 1 3/4" WS NV HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501 131B FREEZER 3'-0" 7'-0" 1 3/4" WS NV HM HM HM 002 2/A0.36 1/A0.36 7/A0.36 503 132 ELECTRICAL 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 7/A0.35 10/A0.36 5/A0.35 W795 133 WORK / MEDICAL AREA 3'-0" 7'-0" 1 3/4" WS F HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501 134 DRUG STORAGE 3'-0" 7'-0" 1 3/4" WS NV HM HM HM 001 2/A0.36 1/A0.36 7/A0.36 201 135 EUTHANASIA ROOM 3'-0" 7'-0" 1 3/4" WS F HM HM HM 001 2/A0.36 1/A0.36 7/A0.36 503 136A CORRIDOR 6'-0" 7'-0" 1 3/4" WS G2 HM HM HM 001 2/A0.36 1/A0.36 7/A0.36 700 136B 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 4/A0.36 8/A0.36 7/A0.36 WC715 CR 137 IT ROOM 3'-0" 7'-0" 1 3/4" WS F PL01 HM PT 001 2/A0.36 1/A0.36 7/A0.36 C201 CR 138 CUST. 3'-0" 7'-0" 1 3/4" FRP F PREFIN FRP PREFIN 001 10/A0.36 9/A0.36 7/A0.36 45 MIN. 201 140 DRY STOR. 3'-0" 7'-0" 1 3/4" HM NV HM HM HM 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 201 141 ADOPTION ROOM 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 142 CATS 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 001 2/A0.36 1/A0.36 7/A0.36 45 MIN. 501 143 KENNEL 2 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 144 CORRIDOR 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 C200C CR 145 KENNEL 1 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 146 KENNEL 4 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 147 KENNEL 3 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 148 CORRIDOR 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 500 149 KENNEL 5 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 150 KENNEL 6 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501F 151A CORRIDOR 3'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 501 151B CORRIDOR 3'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 7/A0.35 16/A0.36 5/A0.35 WC205 CR 152A CORRIDOR 3'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 501 152B CORRIDOR 3'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 7/A0.35 16/A0.36 5/A0.35 WC205 CR 153 QUARANTINE 1 3'-0" 7'-0" 1 3/4" FRP G2 PREFIN FRP PREFIN 002 15/A0.36 13/A0.36 5/A0.35 45 MIN. 501F 154A CORRIDOR 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 500 154B CORRIDOR 6'-0" 7'-0" 1 3/4" HM G2 HM HM HM 002 15/A0.36 16/A0.36 5/A0.35 WC214 CR 155 QUARANTINE 2 3'-0" 7'-0" 1 3/4" WD G2 HM FRP HM 002 15/A0.36 13/A0.36 5/A0.35 45 MIN. 501F 156 STORAGE 3'-0" 7'-0" 1 3/4" HM F HM HM HM 002 15/A0.36 16/A0.36 7/A0.36 45 MIN. 207 LOUVER SCHEDULE Type Mark Qty Width Height Manufacturer Model Head Height Comments LV-1 1 6'-0" 2'-0"12'-0" LV-2 2 3'-6" 2'-0"<varies> LV-3 1 5'-0" 2'-0"12'-0" LV-4 3 2'-0" 1'-0"10'-6" SPECIAL OPENING DOOR SCHEDULE Data Panel Frame General Mark Room Name Size Matl Panel Finish Matl Type Finish Details on A0.35 UNO Fire Rating HDWR RemarksWidth Height THK Head Jamb Threshold SO108 TRAINING ROOM 25'-9" 9'-0" 1 3/4" CHAIN LINK CHAIN LINK CHAIN LINK 4/A0.37 3/A0.37 7/A0.37 900 GROUND LEVEL S101 4'-0" 8'-0" 1 3/4" CHAIN LINK YG CHAIN LINK CHAIN LINK J001 9,8/A1.21 S102 4'-0" 8'-0" 1 3/4" CHAIN LINK YG CHAIN LINK CHAIN LINK J001 9,8/A1.21 SO127 SALLY PORT 14'-0" 10'-0" 1 3/4" -- HC ALUM HM 00H.C HM 16/A0.35 14/A0.35 001 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING FP CORRIDOR 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC H I TECT3/9/2022 10/27/2023 EQ4'-4"EQ9'-2"12'-0" R.O. EQ DOOR WIDTH EQ DOOR HEIGHT6 A7.71 9 A0.45 1 A0.35 16 A0.45 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 SF-01NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM7'-9"2'-9"EQEQEQ EQ EQ EQ 10'-0" R.O. 5 A0.45 6 A0.45 4 A0.454 A0.45 GL1 GL1GL1 GL1 GL1 GL1 SF-04NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM GL1 GL17'-10"1'-6"EQEQ12'-6" 5'-0" 2'-6" 2'-6" 2'-6" 4 A0.46 1 A0.46 3 A0.463 A0.46 GL2 GL2 GL2 GL2 GL2GL2GL2GL2 NOTE:60 MIN. FIRE RATED GLAZING SYSTEM GL2 GL2 GL2 GL2 GL2 GL2 GL2 7'-6"5'-4"3'-6"15 A0.36 16 A0.36 16 A0.36GL1 SF-09 NOTE:PROVIDE IMPACT RESISTANT GLAZING 3'-4"6'-8"5'-4" 16 A0.36 16 A0.36 15 A0.36 GL2 HM-02NOTE:60 MIN. FIRE RATED GLAZING SYSTEM 7'-0" R.O.EQEQEQ5'-0" R.O. 2" EQ 2" EQ 2" 16 A0.45 10 A0.45 GL1GL1 GL1 GL1 GL1GL1 NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM 6 A7.71 4 A0.45 @SF-07 @SF-08 6 A7.71 4 A0.45 @SF-07 @SF-08 8'-7 105/128"11'-0"2'-2"2'-0"2'-0"7'-6 5/8"11'-0"6'-2" 1'-7" 9 4.76 0 6° 6 A7.71 1 A7.01 Sim 9 A0.45 9 A0.45 GL1 GL1 GL1 GL1 GL1GL1GL1 GL1 GL1 GL1 GL1 GL1GL1GL1 GL1GL1 SF-06 NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM 9'-2"2'-8" R.O.EQ4'-4"EQ16 A0.45 3 A0.45 9 A0.45 GL1 GL1 GL1 NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM2'-0"VARIES REF. EXT. ELEVATIONEQ EQ 10'-0" GL1GL1 SF-11 4 A0.45 4 A0.45 5 A0.45 6 A0.45 NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM 6'-9 1/2"4'-3 1/2"3'-0"8 A0.36 SLIDING FIXED NOTE:60 MIN. FIRE RATED SLIDING WINDOWS SYSTEM HM-01 GL2 GL22'-0"10'-0"6'-0" LV-1 13 A0.45 11 A0.45 12 A0.45 12 A0.452'-0"12'-6"3'-6" LV-2 13 A0.45 11 A0.45 12 A0.4512 A0.45 10'-0"2'-0"5'-0" LV-3 13 A0.45 11 A0.45 12 A0.45 12 A0.45 GENERAL NOTES - WINDOWS 1. ALL ALUMINUM FRAMES TO BE PRE-FINISHED ALUMINUM W/ SOLID PERIMETER FRAMING MEMBERS AND NOT OPEN PROFILE 2. PROVIDE SILICONE SEALANT OVER BACKER ROD AROUND ALL FRAMES AND LOUVERS 3. ALL FRAMES ARE FRONT SET U.N.O. 4. PROVIDE TEMPERED GLASS AS REQUIRED BY IBC 2015 OR LOCAL CODE OFFICIAL. 5. REFER TO FLOOR PLAN FOR LOCATION OF ALL FRAMES. 6. INSTALL ALUMINUM MINI BLINDS AT ALL PRIVATE OFFICE AND CONFERENCE ROOMS EXTERIOR WINDOWS . TYP. REF. SPECS. 7. PRIOR TO FABRICATION, COORDINATE FINAL WINDOW FRAME SYSTEM DIMENSIONS WITH FIELD VERIFIED ROUGH OPENING CONDITIONS. 8. ALL EXTERIOR ALUMINUM FRAMES, GLAZING AND LOUVERS MUST BE IMPACT RESISTANT GLAZING TYPE GLASS TYPE OUTER LITE INNER LITE DESCRIPTION GL1 GL2 1/4" TINTED OPACITY CLEAR 1/4" CLEAR FIRE RATED 9/16" LAMINATED INSULATED IMPACT AND WIND RESISTANT GLASS FIRE RATED GLAZING 3'-6"4'-0"4'-0" SF-10 4 A0.45 4 A0.45 5 A0.45 6 A0.45 GL1GL11'-0"9'-6"2'-0" 12 A0.45 12 A0.45 13 A0.45 11 A0.45 LV-4 9'-0"2'-0"5'-0" SF-12NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM 4 A0.45 4 A0.45 5 A0.45 6 A0.45 GL1 8'-6 1/2"11'-0"SF-032'-3"1'-6"GL1 GL1 GL1 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:33 PMA0.31 STOREFRONT AND HOLLOW METAL FRAME CONFIGURATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/2" = 1'-0"1 SF-011/2" = 1'-0"5 SF-04 1/2" = 1'-0"15 HM-08 1/2" = 1'-0"6 SF-091/2" = 1'-0"12 HM-02 1/2" = 1'-0"8 SF-07, SF-08 1/2" = 1'-0"2 SF-06 1/2" = 1'-0"3 SF-021/2" = 1'-0"11 SF-11 1/2" = 1'-0"9 HM-01 1/2" = 1'-0"10 LV-11/2" = 1'-0"13 LV-21/2" = 1'-0"16 LV-3 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1/2" = 1'-0"7 SF-101/2" = 1'-0"17 LV-04 1/2" = 1'-0"14 SF-12 1/2" = 1'-0"4 SF-03 NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM NOTE:PROVIDE IMPACT RESISTANT STOREFRONT AND GLAZING SYSTEM 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R E D ARC HI TECT3/9/2022 THERMALLY BROKEN ALUM. DOOR FRAME ALUM. DOOR AS SCHED. SEALANT AND BACKER ROD BOTH SIDES (TYP.) EXTERIOR HEAD TRIM SEALANT 1/8" DIAM. POP RIVET INTERIOR HEAD TRIM SHIM AS REQD. PANCAKE STITCH SCREW 3/4" CDX PLYWOOD SPRAY FOAM INSULATION GWB CORNER BEAD PANEL CLIP HWH CLIP FASTENERS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT MTL. STUD BOX BEAM HEADER MTL. STUD AS REQUIRED BREAK METAL FLASHING TRANSITION MEMBRANE ALUM. DOOR AS SCHED. THERMALLY BROKEN ALUM. DOOR FRAME SEALANT 1/8" DIAM. POP RIVETS EXTERIOR JAMB TRIM TRANSITION MEMBRANE SEALANT TAPE PANCAKE FASTENER 1/8" DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. 5/8" GWB CORNER BEAD 3/4" CDX PLYWOOD SPRAY FOAM INSULATION METAL STUD AS REQUIRED METAL STUD RUNNER BOTTOM PLATE 1 1/2" HAT CHANNEL FURRING 5/8" GWB (SEE FINISH PLAN) CLOSURE TRACK AS REQUIRED ALUM. DOOR AS SCHED. BOTTOM SWEEP & DRIP TRIM AS SCHED. THERMALLY BROKEN MTL. THRESHOLD AS SCHED. SET IN FULL BED OF SEALANT, TO COMPLY WITH ADA STANDARDS SLOPE 1/4"/FT. THERMALLY BROKEN ALUM. DOOR FRAME AS SCHED. BEYOND STRUCT. CONC. FLOOR SLAB FINISH FLOORING AS SCHED. 3/4" EXPANSION JOINT MATERIAL, RE: STRUCT. DOOR JAMB BEYOND EXTERIOR JAMB TRIM BEYOND FULLY INSULATED H.M. DOOR FRAME H.M. DOOR AS SCHED. SEALANT AND BACKER ROD BOTH SIDES (TYP.) PANEL CLIP HWH CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT 1/8" DIAM. POP RIVET INTERIOR HEAD TRIM PANCAKE STITCH SCREWCONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT 3/4" CDX PLYWOOD SPRAY FOAM INSULATION GWB CORNER BEAD CAULK MTL. STUD BOX BEAM HEADER MTL. STUD AS REQUIRED FRAME ANCHOR BREAK METAL FLASHING TRANSITION MEMBRANE H.M. DOOR AS SCHED. FULLY INSULATED H.M. DOOR FRAME FRAME ANCHOR SEALANT 3/4" CDX PLYWOOD 1/8" DIAM. POP RIVETS EXTERIOR JAMB TRIM TRANSITION MEMBRANE PANCAKE FASTENER 1/8" DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM SPRAY FOAM INSULATION SEALANT AND BACKER ROD BOTH SIDES (TYP.) METAL STUDS AS REQUIRED METAL STUD RUNNER BOTTOM PLATE 1 1/2" HAT CHANNEL FURRING 5/8" GWB (SEE FINISH PLAN) CLOSURE TRACK AS REQUIRED H.M. DOOR AS SCHED. BOTTOM SWEEP & DRIP TRIM AS SCHED. THERMALLY BROKEN MTL. THRESHOLD AS SCHED. SET IN FULL BED OF SEALANT, TO COMPLY WITH ADA STANDARDS SLOPE 1/4"/FT. H.M. FRAME AS SCHED. BEYOND STRUCT. CONC. FLOOR SLAB FINISH FLOORING AS SCHED. 3/4" EXPANSION JOINT MATERIAL, RE: STRUCT. DOOR JAMB BEYOND EXTERIOR JAMB TRIM BEYOND SEALANT 3/4" CDX PLYWOOD 1/8" DIAM. POP RIVETS EXTERIOR JAMB TRIM TRANSITION MEMBRANE PANCAKE FASTENER 1/8" DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM SPRAY FOAM INSULATION SEALANT AND BACKER ROD BOTH SIDES (TYP.) 5/8" GWB (SEE FINISH PLAN) 5/8" GWB CORNER BEAD METAL STUDS AS REQUIRED METAL STUD RUNNER BOTTOM PLATE BONDING MATERIAL, PER DOOR MFR. ANCHOR PER MFR. REQUIREMENTS. COUNTER SINK ANCHOR INTO FRAME AND PATCH WITH MFR. PATCH KIT COLOR TO MATCH FRAME DOOR AS SCHED.1 1/2" HAT CHANNEL FURRING CLOSURE TRACK AS REQUIRED 8" GIRT 2" INSULATED METAL PANEL L-ANGLE GIRT CONNECTION PLATE OVERHEAD COILING DOOR GUIDE L-ANGLE DOOR MOUNT CEE COLUMN OVERHEAD COILING DOOR AS SCHEDULED NOTE: SALLY PORT IS UNCONDITIONED SPACE, NO NEED TO WEATHER SEAL THE INSULATED METAL PANELS ALUM. DOOR AS SCHED. THERMALLY BROKEN ALUM. DOOR FRAME SEALANT 1/8" DIAM. POP RIVETS EXTERIOR JAMB TRIM SEALANT TAPE SEALANT TAPE PANCAKE FASTENER 1/8" DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. TILE, REF. FINISH PLANS 3/4" CDX PLYWOOD SPRAY FOAM INSULATION METAL STUD AS REQUIRED METAL STUD RUNNER BOTTOM PLATE 1 1/2" HAT CHANNEL FURRING CEMENT BACKER BOARD @ TILE LOCATION CLOSURE TRACK AS REQUIRED TRANSITION MEMBRANE SEALANT SEALANT AND BACKER ROD BOTH SIDES (TYP.) PANCAKE STITCH SCREW SEALANT TAPE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT RIVET HEAD TRIM 8" CEE HEADER SHIM AS REQD. DOOR AS SCHED. SEALANT TAPE SPRAY FOAM INSULATION RIVET BREAK METAL CAP BONDING MATERIAL, PER DOOR MFR. ANCHOR PER MFR. REQUIREMENTS. COUNTER SINK ANCHOR INTO FRAME AND PATCH WITH MFR. PATCH KIT COLOR TO MATCH FRAME 8" CEE COLUMN DOOR JAMB BEYOND QP T.O. OPEN 10'-0" NOTE:SALLY PORT IS UNCONDITIONED, NO NEED TO WEATHER SEAL THE INSULATED METAL PANELS OVERHEAD COILING DOOR. RE: A0.30 10" CEE HEADER EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. 10" CEE HEADER PANEL CLIP CLIP FASTENERS SEALANT TAPE EXTERIOR METAL HEAD TRIM THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:34 PMA0.35 EXTERIOR DOOR DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"2 TYP. EXTERIOR ALUM. DOOR HEAD DETAIL 3" = 1'-0"9 TYP. EXTERIOR ALUM. DOOR JAMB DETAIL 3" = 1'-0"1 TYP. EXTERIOR ALUM. DOOR THRESHOLD DETAIL 3" = 1'-0"7 TYP. EXTERIOR H.M. DOOR HEAD DETAIL 3" = 1'-0"13 TYP. EXTERIOR H.M. DOOR JAMB DETAIL 3" = 1'-0"5 TYP. EXTERIOR H.M. DOOR THRESHOLD DETAIL 3" = 1'-0"10 TYP. EXTERIOR FRP DOOR JAMB DETAIL3" = 1'-0"14 OVERHEAD COILING DOOR JAMB DETAIL 3" = 1'-0"3 TYP. EXTERIOR ALUM. DOOR JAMB DETAIL @ KENNEL ENTRY3" = 1'-0"11 TYP. EXTERIOR FRP DOOR HEAD @ CONCRETE WALL DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 1/2" = 1'-0"15 OVERHEAD COILING DOOR HEAD DETAIL 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 DRY / HALL WET / ROOM AS SCHED.PARTITIONINSULATION WHERE OCCURS, RE: DIM PLAN METAL STUD FRAMING TILE WHERE OCCURS, EXTEND UNDER FRP TRIM; RE: FINISH PLAN SHIM TO MATCH TILE THICKNESS WHERE NECESSARY BONDING MATERIAL, PER DOOR MFR. CONTINUOUS SEALANT BOTH SIDES, TYP. ANCHOR TO METAL FRAMING PER MFR. REQUIREMENTS. COUNTER SINK ANCHOR INTO FRAME AND PATCH WITH MFR. PATCH KIT COLOR TO MATCH FRAME FRP TRIM PIECE BY DOOR MFR. WRAP SUBSTRATE WHERE TILE DOES NOT OCCUR DOOR, AS SCHED. SUBSTRATE, RE: DIM PLAN ALIGN DRY/ HALL WET / ROOM AS SCHED. PARTITION BONDING MATERIAL, PER DOOR MFR. INSULATION WHERE OCCURS, RE: DIM PLAN JAMB BEYOND CONTINUOUS SEALANT, TYP. BOTH SIDES METAL STUD FRAMING ANCHOR TO METAL FRAMING PER MFR. REQUIREMENTS. COUNTER SINK ANCHOR INTO FRAME AND PATCH WITH MFR. PATCH KIT COLOR TO MATCH FRAME CONTINUOUS SEALANT FRP TRIM PIECE BY DOOR MFR. WRAP SUBSTRATE WHERE TILE DOES NOT OCCUR SUBSTRATE, RE: DIM PLAN 2"PROVIDE 1 FLOOR ANCHOR PER JAMB.2" VARIES 1 1/2"AS SCHED.PARTITIONSTUD ANCHOR, 3 EACH SIDE CONTINUOUS SEALANT, TYP. BOTH SIDES SUBSTRATE, RE: DIM PLAN, PARTITION SCHEDULE DOOR, AS SCHED. INSULATION WHERE OCCURS, RE: DIMENSION PLAN HM FRAME; RE: SPECS AS SCHED. PARTITION 3/8"TYP.1 15/16"VARIES1 9/16" PROVIDE 1 FLOOR ANCHOR PER JAMB. HM FRAME; RE: SPECS CONTINUOUS SEALANT, TYP. BOTH SIDES SUBSTRATE, RE: DIM PLAN, PARTITION SCHEDULE JAMB BEYOND INSULATION WHERE OCCURS, RE: DIMENSION PLAN SILL BELOW DOOR, WHERE OCCURS GLAZING, RE: SPECSVARIES GLAZING BEAD1 15/16"VARIES1 9/16"ALUMINUM STOREFRONT; RE: SPECS SUBSTRATE, RE: DIM PLAN, PARTITION SCHEDULEWET / ROOM DRY / HALL WAINSCOT FINISH WHERE OCCURS, RE: FINISH PLAN DOOR, AS SCHED. CONTINUOUS SEALANT BOTH SIDES, TYP. 0.040 ALUMINUM BRAKE METAL TRIM TO MATCH STOREFRONT EXTEND WAINSCOT FINISH UNDER BRAKE METAL, RE: FINISH PLAN AS SCHED.PARTITIONBACKER ROD AND SEALANT, BOTH SIDES, TYP. ALIGN LINE OF JAMB BEYOND BACKER ROD AND SEALANT BOTH SIDES, TYP. METAL STUD WALL ALUMINUM STOREFRONT; RE: SPECS DOOR INSULATION, WHERE OCCURS GYP. CORNER BEAD DRY / HALLWET / ROOM WALL SUBSTRATE; RE: DIM PLAN, PARTITION SCHEDULE ALIGNAS SCHED. PARTITION WET / ROOM WET / ROOM CONTINUOUS SEALANT BONDING MATERIAL, PER DOOR MFR. CONTINUOUS SEALANT BOTH SIDES, TYP. ANCHOR TO CONCRETE PER MFR. REQUIREMENTS. COUNTER SINK ANCHOR INTO FRAME AND PATCH WITH MFR. PATCH KIT COLOR TO MATCH FRAME FRP TRIM PIECE BY DOOR MFR. DOOR, AS SCHED. 6" CONC. WALL, RE: STRUCTURAL CONTINUOUS SEALANT FINISH FLOOR, RE: FINISH PLAN. KEY IN PER MANUF. RECOMMENDATION. CONTINUOUS SEALANT, TYP. BOTH SIDES SILL CHANNEL VARIES 6"SILL STIFFENER, AS REQ. 1 9/16"VARIES 1 15/16"GLAZING BEAD HM FRAME; RE: SPECS JAMB BEYOND GLAZING, RE: SPECS SCHEDULED DOOR DOOR SWEEP SCHEDULED THRESHOLD 1/2"MAX.CONTINUOUS AIR SEAL SCHEDULED DOOR SCHEDULED FLOORING 1/2"MAX.SCHEDULED FLOORING REDUCER STRIP SCHEDULED FLOORING 3/4"3/4"AB CD VCT - TO - CARPET CERAMIC TILE - TO - CARPET SEALED CONCRETE - TO - VCT 2 1/4"1 1/4"ALUMINUM JAMB TEMPERED GLASS IN ALUMINUM FRAME (FIXED)FELT TAPE TEMPERED GLASS IN ALUMINUM FRAME (SLIDER)PRIVATEPUBLICTEMPERED GLASS IN ALUMINUM FRAME (FIXED) 2 X FELT TAPE TEMPERED GLASS IN ALUMINUM FRAME (SLIDER) 2"VARIES 2" PLUS 1" TYPICAL WALL TYPE THICKNESS 1/2"1/2"SCHED. OPENING WIDTH2"4" TYP5/8"PARTITION AS SCHEDULED TYPICAL LOCATION AT ADJACENT WALL (UNO) DOUBLE METAL STUDS AT JAMBS JAMB ANCHORS; MIN 3 PER JAMB DOOR AS SCHEDULED 20 GA MIN HM FRAME SCHED. SEE SCHED. PARTITION CAULK BOTH SIDES, TYP. PAINTED H.M. DOOR FRAME SCHEDULED DOOR PAINTED CMU BOND BEAM 1"4"3/8"PAINTED HOLLOW METAL FRAME SOLID GROUT FILLED SCHEDULED DOOR CAULK BOTH SIDES 4" 1"2"3/8"CMU COARSE PAINTED HOLLOW METAL FRAME SOLID GROUT FILLED SCHEDULED DOOR CAULK BOTH SIDES THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:35 PMA0.36 INTERIOR DOOR DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"9 TYP. INT. FRP DOOR JAMB @ STUD WALL 3" = 1'-0"10 TYP. INT. FRP DOOR HEAD @ STUD WALL 3" = 1'-0"1 TYP. INT. HM DOOR JAMB @ STUD WALL 3" = 1'-0"2 TYP. INT. HM DOOR HEAD @ STUD WALL 3" = 1'-0"3 TYP. HM DOOR SIDELITE MULLION 3" = 1'-0"5 TYP. INT. ALUM. DOOR JAMB @ STUD WALL 3" = 1'-0"6 TYP. INT. ALUM. DOOR HEAD @ STUD WALL 3" = 1'-0"13 TYP. INT. FRP DOOR JAMB @ CMU WALL 3" = 1'-0"4 TYP. INT. HM SIDELITE SILL @ FIN. FLR. 3" = 1'-0"7 TYPE DOOR THRESHOLDS 3" = 1'-0"8 WINDOW-DETAIL @ JAMB & SLIDING 3" = 1'-0"11 WINDOW-DETAIL @ JAMB & SLIDING INTERMEDIATE 3" = 1'-0"12 DOOR-DETAIL @ HMF @ JAMB 3" = 1'-0"14 INTERIOR HM FRAME DOOR HEAD 3" = 1'-0"15 HOLLOW METAL HEAD @ CMU 3" = 1'-0"16 HOLLOW METAL JAMB @ CMU №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 ℄1/4"PANEL CLIP CLIP FASTENERS 8" CEE SILL FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE RIVETS SILL TRIM CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT 4 1/2" DEEP GLAZED ALUM. STOREFRONT SYSTEM PANCAKE STITCH SCREW SEALANT AND BACKER ROD BOTH SIDES (TYP.) FLASHING SEALANT TAPE SHIM AS REQD. BREAK METAL CAP SPRAY FOAM INSULATION RIVET SILL PAN WITH END DAMS INSULATED METAL PANEL SEALANT SEALANT RIVETS EXTERIOR JAMB TRIM SEALANT TAPE SEALANT TAPE PANCAKE FASTENER RIVETS SEALANT TAPE INTERIOR JAMB TRIM SPRAY FOAM INSULATION 4 1/2" DEEP GLAZED ALUM. STOREFRONT SYSTEM SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. 8" CEE JAMBBREAK METAL CAP RIVET SILL PAN W/ END DAMS INSULATED METAL WALL PANEL SEALANT SEALANT AND BACKER ROB BOTH SIDES (TYP.) PANCAKE STITCH SCREW SEALANT TAPE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT RIVET INTERIOR HEAD TRIM 8" CEE HEADER SHIM AS REQD. 4 1/2" DEEP GLAZED ALUM. STOREFRONT SYSTEM SEALANT TAPE SPRAY FOAM INSULATION RIVET BREAK METAL CAP INSULATED METAL WALL PANEL SEALANT AND BACKER ROD BOTH SIDES (TYP.) PANCAKE STITCH SCREW SEALANT CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT POP RIVET INTERIOR HEAD TRIM 3/4" CDX PLYWOOD SUBSTRATE SHIM AS REQD.FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. HOLLOW METAL : ANCHOR FRAMES PER MANUF. REQUIREMENT METAL STUD RUNNER BOTTOM PLATE METAL STUD SPRAY FOAM INSULATION 1/2" HAT CHANNELS AT DESIRED LOCATIONS GWB CORNER BEAD INSULATED METAL WALL PANEL 5/8" GYPSUM WALL BOARD, REF. FINISH PLANS CAULK, TYP. 6" METAL STUD BOX BEAM TRANSITION MEMBRANE SEALANT POP RIVETS EXTERIOR JAMB TRIM PANCAKE FASTENER DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. HOLLOW METAL : ANCHOR FRAMES PER MANUF. REQUIREMENT SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. 3/4" CDX PLYWOOD SUBSTRATE 5/8" GYPSUM WALL BOARD, RE: FINISH PLAN 5/8" GWB CORNER BEAD6" METAL STUDS 6" METAL STUD RUNNER BOTTOM PLATE SPRAY FOAM INSULATION 1/2" HAT CHANNEL AT DESIRED LOCATIONS 1 1/2" PEMB HAT CHANNEL 6" CLOSURE TRACK TRANSITION MEMBRANE SILL PAN W/ END DAMS INSULATED METAL WALL PANELS PANEL CLIP CLIP FASTENERS 3/4" CDX PLYWOOD SUBSTRATE FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE RIVETS SILL TRIM SEALANT FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. HOLLOW METAL : ANCHOR FRAMES PER MANUF.. REQUIREMENT PANCAKE STITCH SCREW SEALANT AND BACKER ROD BOTH SIDES (TYP.) FLASHING SEALANT TAPE SHIM AS REQD. 6" METAL RUNNER TOP PLATE 6" METAL STUD 5/8" GYPSUM WALL BOARD, REF. FINISH PLAN 5/8" GWB CORNER BEAD SPRAY FOAM INSULATION 1/2" HAT CHANNEL AT DESIRED LOCATIONS 1 1/2" PEMB HAT CHANNELS 1/4"SILL PAN WITH END DAMS INSULATED METAL WALL PANEL 3/4" CDX PLYWOOD SUBSTRATE PANEL CLIP CLIP FASTENERS FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE RIVETS SILL TRIM SEALANT FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. HOLLOW METAL : ANCHOR FRAMES PER MANUF. REQUIREMENT PANCAKE STITCH SCREW SEALANT AND BACKER ROD BOTH SIDES (TYP.) FLASHING SEALANT TAPE SHIM AS REQD. METAL RUNNER TOP PLATE METAL STUD 5/8" GYPSUM WALL BOARD, REF. FINISH PLAN SPRAY FOAM INSULATION 1/2" HAT CHANNEL AT DESIRED LOCATIONS PEMB HAT CHANNELS 1/4"ALUM. SILL EXTENSION TILE FINISH WHERE EXISTS SILL PAN WITH DAM ENDS INSULATED METAL WALL PANEL SEALANT SEALANT AND BACKER ROB BOTH SIDES (TYP.) PANCAKE STITCH SCREW SEALANT TAPE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT RIVET @ 8" O.C. INTERIOR HEAD TRIM 8" CEE HEADER SHIM AS REQD. ALUM. LOUVER, REF. MECHANICAL SEALANT TAPE RIVET @ 8" O.C. BREAK METAL CAP SPRAY FOAM INSULATION INSULATED METAL PANEL SEALANT SEALANT RIVETS @ 8" O.C. EXTERIOR JAMB TRIM SEALANT TAPE SEALANT TAPE PANCAKE FASTENER RIVETS @ 8" O.C. SEALANT TAPE INTERIOR JAMB TRIM ALUM. LOUVER, REF. MECHANICAL SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. 8" CEE JAMB BREAK METAL CAP RIVET @ 8" O.C. SPRAY FOAM INSULATION INSULATED METAL PANEL 1/4"PANEL CLIP CLIP FASTENERS 8" CEE SILL FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE RIVETS @ 8" O.C. SILL TRIM CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT ALUM. LOUVER, REF. MECHANICAL PANCAKE STITCH SCREW SEALANT AND BACKER ROD BOTH SIDES (TYP.) FLASHING SEALANT TAPE BREAK METAL CAP RIVET @ 8" O.C. SPRAY FOAM INSULATION SHIM AS REQD. INSULATED METAL PANEL 3/4" CDX PLYWOOD SUBSTRATE 3/4" SOLID SURFACE SILL 3/4" CDX PLYWOOD SUBSTRATE 7 131/256" STEEL ANGLE SILL SUPPORT PANEL CLIP CLIP FASTENERS FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE RIVETS SILL TRIM SEALANT PANCAKE STITCH SCREW 1 1/2" PEMB HAT CHANNELS 5/8" GWB J-TRIM METAL RUNNER TOP PLATE METAL STUD 5/8" GYPSUM WALL BOARD, REF. FINISH PLANSPRAY FOAM INSULATION 1/2" HAT CHANNEL AT DESIRED LOCATIONS 4 1/2" DEEP GLAZED ALUM. STOREFRONT SYSTEM SEALANT AND BACKER ROD BOTH SIDES (TYP.) FLASHING SEALANT TAPE SHIM AS REQD.1/4"BLOCKING AS REQUIRED SILL PAN WITH END DAMS INSULATED METAL WALL PANEL 1/4" / 1'-0" GLAZED ALUM. STOREFRONT OR CURTAINWALL SYSTEM. SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. STRUCTURAL SLAB SILL PAN W/ END DAMS AT STOREFRONT APPLICATIONS SEALANT POP RIVETS EXTERIOR JAMB TRIM PANCAKE FASTENER DIAM. RIVETS SEALANT TAPE INTERIOR JAMB TRIM FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. 3/4" CDX PLYWOOD SUBSTRATE 5/8" GYPSUM WALL BOARD, RE: FINISH PLAN 5/8" GWB CORNER BEAD6" METAL STUDS 8" METAL STUD RUNNER BOTTOM PLATE SPRAY FOAM INSULATION 1/2" HAT CHANNEL AT DESIRED LOCATIONS 1 1/2" PEMB HAT CHANNEL 6" CLOSURE TRACK TRANSITION MEMBRANE SILL PAN W/ END DAMS INSULATED KARRIER PANELS CONTINUOUS HORIZONTAL RAIL ALUMINUM SIDING (INSTALLED VERTICALLY) SEALANT AND BACKER ROD BOTH SIDES (TYP.) PANCAKE STITCH SCREW SEALANT CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP CLIP FASTENERS EXTERIOR HEAD TRIM SEALANT POP RIVET INTERIOR HEAD TRIM 3/4" CDX PLYWOOD SUBSTRATE SHIM AS REQD.FRAME TYPE AND GLAZING PER TYPE. RE: A0.31 ALUM : ATTACH FRAME THROUGH GLAZING POCKET PER MANUF. REQUIREMENT. HOLLOW METAL : ANCHOR FRAMES PER MANUF. REQUIREMENT METAL STUD RUNNER BOTTOM PLATE METAL STUD SPRAY FOAM INSULATION 1/2" HAT CHANNELS AT DESIRED LOCATIONS GWB CORNER BEAD INSULATED METAL WALL PANEL 5/8" GYPSUM WALL BOARD, REF. FINISH PLANS CAULK, TYP. 6" METAL STUD BOX BEAM TRANSITION MEMBRANE THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:35 PMA0.45 EXTERIOR WINDOW DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"1 TYP. STOREFRONT SILL DETAIL 3" = 1'-0"2 TYP. STOREFRONT JAMB DETAIL 3" = 1'-0"3 TYP. STOREFRONT HEAD DETAIL 3" = 1'-0"5 TYP. HEAD DETAIL W/ INTERIOR FINISHES 3" = 1'-0"4 TYP. STOREFRONT JAMB DETAIL W/ INTERIOR FINISHES 3" = 1'-0"6 TYP. STOREFRONT SILL DETAIL W/ INTERIOR FINISHES 3" = 1'-0"7 TYP. STOREFRONT ALUM. SILL EXTENSION DETAIL 3" = 1'-0"13 TYP. LOUVER HEAD DETAIL 3" = 1'-0"12 TYP. LOUVER JAMB DETAIL 3" = 1'-0"11 TYP. LOUVER SILL DETAIL 3" = 1'-0"8 TYP. STOREFRONT SOLID SURFACE SHELF SILL DETAIL 3" = 1'-0"16 STOREFRONT TO SLAB №. DATE DESCRIPTION 3" = 1'-0"9 TYP. STOREFRONT JAMB DETAIL W/ INTERIOR FINISHES EXT. CLADDING 3" = 1'-0"10 TYP. HEAD DETAIL W/ INTERIOR FINISHES Copy 1 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 HM FRAME; RE: SPECS CONTINUOUS SEALANT, TYP ALL SIDES SUBSTRATE, RE: DIMENSION PLAN JAMB BEYOND INSULATION, WHERE OCCURS. RE: DIMENSION PLAN GLAZING, RE: SPECS VARIES GLAZING BEAD1 9/16"VARIES 1 15/16" AS SCHED. PARTITION SILL BELOW GLAZING, RE: SPECSVARIES GLAZING BEAD1 15/16"VARIES1 9/16"VARIESSTUD ANCHOR, 3 EACH SIDE SILL BELOW CONTINUOUS SEALANT, TYP. BOTH SIDES SUBSTRATE, RE: DIMENSION PLAN GLAZING, RE: SPECSVARIES1 15/16"VARIES1 9/16"AS SCHED.PARTITIONGLAZING BEAD INSULATION WHERE OCCURS, RE: DIMENSION PLAN HM FRAME; RE: SPECS AS SCHED. PARTITION HM FRAME; RE: SPECS CONTINUOUS SEALANT, TYP. BOTH SIDES SUBSTRATE, RE: DIMENSION PLAN JAMB BEYOND INSULATION, WHERE EXISTS. RE: DIMENSION PLAN GLAZING, RE: SPECS1 15/16"VARIES1 9/16"3/8" TYPVARIES GLAZING BEAD THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:36 PMA0.46 INTERIOR WINDOW DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"1TYP. INT. HM WDW SILL @ STUD WALL 3" = 1'-0"2TYP. INT. HM WDW MULLION 3" = 1'-0"3TYP. INT. HM WDW JAMB @ STUD WALL 3" = 1'-0"4TYP. INT. HM WDW HEAD @ STUD WALL №. DATE DESCRIPTION 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 MEN 2"1"4"1"8"8"1/8" THK. BACK PAINTED NON-GLARE ACRYLIC 1/32" RAISED NUMBERS IN CENTURY GOTHIC BOLD FONT, TYP. RAISED BRAILLE, TYP. BLACK TEXT AND SYMBOLS ADA NOTES - SIGN TYPE D A .25" THICK P-99 CLEAR ACRYLIC WITH SANDED EDGES, SECOND SURFACE PAINTED (P1) B DIGITALLY PRINTED RAISED TEXT. (P2) C DIGITALLY PRINTED GRADE II BRAILE (P2) D MOUNTED WITH DOUBLE SIDED TAPES AND SILLICONE. E 1/8" DIGITALLY PRINTED RAISED DEMARCATION LINE. C E B P2 A P1 D 0.25" PROFILE 2"1"4"1"8"8"1/8" THK. BACK PAINTED NON-GLARE ACRYLIC 1/32" RAISED NUMBERS IN CENTURY GOTHIC BOLD FONT, TYP. RAISED BRAILLE, TYP. BLACK TEXT AND SYMBOLS ADA NOTES - SIGN TYPE D A .25" THICK P-99 CLEAR ACRYLIC WITH SANDED EDGES, SECOND SURFACE PAINTED (P1) B DIGITALLY PRINTED RAISED TEXT. (P2) C DIGITALLY PRINTED GRADE II BRAILE (P2) D MOUNTED WITH DOUBLE SIDED TAPES AND SILLICONE. E 1/8" DIGITALLY PRINTED RAISED DEMARCATION LINE. C E B P2 A P1 D 0.25" PROFILE WOMEN1"2 1/2"2"1 1/2"1"8"8"1/8" THK. BACK PAINTED NON-GLARE ACRYLIC BLACK TEXT AND SYMBOLS ADA NOTES - SIGN TYPE C A .25" THICK P-99 CLEAR ACRYLIC WITH SANDED EDGES, SECOND SURFACE PAINTED (P1) B DIGITALLY PRINTED RAISED TEXT. (P2) C DIGITALLY PRINTED GRADE II BRAILE (P2) D MOUNTED WITH DOUBLE SIDED TAPES AND SILLICONE. E 1/8" DIGITALLY PRINTED RAISED DEMARCATION LINE. F CLEAR ACRYLIC DISPLAY WINDOW C BP2 A P1 D 0.25" PROFILE 802 2 1/2" x 6" CLEAR ACRYLIC WINDOW E 5/8"1 1/2"1 1/2"1"8"8"1/8" THK. BACK PAINTED NON-GLARE ACRYLIC BLACK TEXT AND SYMBOLS ADA NOTES - SIGN TYPE B A .25" THICK P-99 CLEAR ACRYLIC WITH SANDED EDGES, SECOND SURFACE PAINTED (P1) B DIGITALLY PRINTED RAISED TEXT. (P2) C DIGITALLY PRINTED GRADE II BRAILE (P2) D MOUNTED WITH DOUBLE SIDED TAPES AND SILICONE. E 1/8" DIGITALLY PRINTED RAISED DEMARCATION LINE. C BP2 A P1 D 0.25" PROFILE 150 EMECHANICAL 305 8" MAX. 305A 5'-0"NOTES: ALL SIGNAGE FOR PERMANENT SPACES SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARD, SECTION 4.30 1"2"5/8"1 1/2"1 1/2"1/2"8"8"BLACK TEXT AND SYMBOLS ADA NOTES - SIGN TYPE A A .25" THICK P-99 CLEAR ACRYLIC WITH SANDED EDGES, SECOND SURFACE PAINTED (P1) B DIGITALLY PRINTED RAISED TEXT. (P2) C DIGITALLY PRINTED GRADE II BRAILE (P2) D MOUNTED WITH DOUBLE SIDED TAPES AND SILICONE. E SLIDER PLATE C BP2 A P1 D 0.25" PROFILE 150 OFFICE P1 ENGRAVED BRONZE PANEL PLAQUE CITY OF PORT ARTHUR, TEXAS 1'-6"2'-6"1"1/2"1/2"1/2"3/8"1/2"1"1/2"1/2"1/2"3/8"1/2"1"1/2"1/2"1/2"3/8"1/2"3/8"1/2"3/8"1/2"3/8"1/2"1"1/2"3/8"1/2"1"1/2"3/8"1/2"1"1/2"3/8"1/2"5/8"1/2"1/2"1/2"4"3/4"5/8"1/2"5/8"1"1/2"ANIMAL SERVICES Dedicated 2024 MAYOR THURMAN BARTIE (2023) COUNCIL MEMBERS WILLIE LEWIS, JR (2022 & 2023) TIFFANY HAMILTON (2022) DONEANE BECKCOM (2023) HAROLD DOUCET (2022 & 2023) ARCHITECTS PGAL CONTRACTOR XXXXXXXXXXXXX 1/2"1/2" 1/2"1/2"THOMAS KINLAW, III (2022 & 2023) CONSTRUCTION MANAGER - AGENT XXXXXXXXXXXXXXX CITY MANAGER RON BURTON (2023) DONALD FRANK, SR (2022 & 2023)EQ1'-6"EQEQ1'-6"EQ3/4" THICK PAINTED ALUMINUM CUT LETTERS MOUNTED ON 2" SPACERS FINAL BUILDING SIGNAGE TO BE COORDINATED WITH THE CITY. CONTRACTOR SHALL OBTAIN VERIFICATION PRIOR TO INSTALLATION 14'-8" 18'-8" GENERAL SIGANGE NOTES 1. ALL BUILDING AND SITE SIGNAGE MUST BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 2. PROVIDE "NO STORAGE PERMITTED" SIGNAGE AT ALL ELECTRICAL AND LOW VOLTAGE EQUIPMENT ROOMS (I.T. / IDF / MDF / RADIO EQUIP.) THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER KEY PLAN C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:27:38 PMA0.50 SIGNAGE TYPES & DETAIL CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"1 SIGNAGE TYPE D1 3" = 1'-0"2 SIGNAGE TYPE D2 3" = 1'-0"3 SIGNAGE TYPE C 3" = 1'-0"4 SIGNAGE TYPE B 1/2" = 1'-0"5 TYP. SIGNAGE MOUNTING HEIGHT1 3" = 1'-0"9 SIGNAGE TYPE A 3" = 1'-0"12 SIGNAGE TYPE L1 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 3/4" = 1'-0"13 EXTERIOR BUILIDING SIGNAGE ROOM SIGNAGE SCHEDULE ROOM DATA SIZE PICTOGRAMS/NOTES TYPEARCH # NAME 101 RECEPTION 8"X8" W/WINDOW C 102 LOBBY 8"X8"B 103 COPY/ WORK ROOM 8"X8" W/SLIDER PLATE C 104 FILE ROOM 8"X8"B 105 STORAGE 8"X8"B 106 MENS RESTROOM 8"X8" MAN/WHEELCHAIR D1 107 TRAINING ROOM 8"X8" W/WINDOW C 108 TRAINING ROOM 8"X8" W/WINDOW C 109 CORRIDOR 8"X8"B 110 CORRIDOR 8"X8"B 111 BREAK ROOM 8"X8"B 112 SR. ANIMAL CONTROL OFFICER 8"X8" W/SLIDER PLATE A 113 ANIMAL CONTROL SUPERVISOR 8"X8" W/SLIDER PLATE A 114 WOMENS RESTROOM 8"X8" WOMAN/WHEELCHAIR D2 115 ANIMAL CONTROL OFFICERS 8"X8" W/SLIDER PLATE A 116 CORRIDOR 8"X8"B 117 ADOPTION ROOM 8"X8"C 118 RABIES QUARANTINE 8"X8"C 119 KENNEL TECH OPEN AREA 8"X8" W/SLIDER PLATE A 120 LAUNDRY ROOM 8"X8"B 121 MENS RESTROOM 8"X8" MAN/WHEELCHAIR D1 122 LOCKER ROOM 8"X8"B 123 SHOWER 8"X8"B 124 SHOWER 8"X8"B 125 LOCKER ROOM 8"X8"B 126 WOMENS RESTROOM 8"X8" WOMAN/WHEELCHAIR D2 127 SALLY PORT 8"X8"B 128 EQUIPMENT STORAGE 8"X8"B 129 TRAPS STORAGE 8"X8"B 130 DOG WASH 8"X8"B 131 FREEZER 8"X8"B 132 ELECTRICAL 8"X8"B 133 WORK / MEDICAL AREA 8"X8"B 134 DRUG STORAGE 8"X8"B 135 EUTHANASIA ROOM 8"X8"B 137 IT ROOM 8"X8"B 138 CUST. 8"X8"B 139 DRY STOR. 8"X8"B 141 ADOPTION ROOM 8"X8" W/WINDOW A 142 CATS 8"X8" W/WINDOW C 143 KENNEL 2 8"X8" W/SLIDER PLATE A 144 CORRIDOR 8"X8"B 145 KENNEL 1 8"X8" W/WINDOW C 146 KENNEL 4 8"X8" W/WINDOW C 147 KENNEL 3 8"X8" W/WINDOW C 148 CORRIDOR 8"X8"B 149 KENNEL 5 8"X8" W/WINDOW C 150 KENNEL 6 8"X8" W/WINDOW C 151 CORRIDOR 8"X8"B 152 CORRIDOR 8"X8"B 153 QUARANTINE 1 8"X8" W/WINDOW C 154 CORRIDOR 8"X8"B 155 QUARANTINE 2 8"X8" W/WINDOW C 156 STORAGE 8"X8"B 230 DOG RUN 8"X8" 231 DOG RUN 8"X8" 233 DOG RUN 8"X8" 488 DOG RUN 8"X8"1 2637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC HI TECT3/9/202210/27/2023 ←←ANIMAL SHELTER FACILITY ARCH FF : 100' -0" CIVIL FF: 4.20 VISITOR'S PARKING 25 TOTAL SPACES (3 ADA) FUTURE EXPANSION TRANSFORMER AND GENERATOR. PROVIDE BOLLARDS STAFF PARKING 13 TOTAL SPACES (1 ADA) SLIDING GATE ACCESS SLIDING GATE ACCESS SECURITY ACCESS PEDESTAL. REF. CIVIL & MEP EXISTING BUILDING TO REMAIN CONTRACTOR TO PROVIDE TEMPORARY PROTECTIVE FENCING AROUND EXISTING MONUMENT DURING CONSTRUCTION EXISTING MONUMENT TO REMAIN CHAIN LINK FENCE 36'-1" CHAIN LINK FENCE 36'-1" CHAIN LINK FENCE 36'-1"CHAIN LINK FENCE 34'-8"7'-0"7'-0"7'-0"7'-0"CHAIN LINK FENCE 34'-8"7'-5 11/16"55'-0"21'-4" 6'-1"76'-5"115'-3"19'-0"69'-2" 78'-9"137'-0 21/128"213'-0" A1.20 1 GATES BLVD.8 5 5 5 4 7 7 6 6 6 6 1 1 1 1 1 1 1 9 9 4 4 4 10 11 11 11 11 11 11 11 11 12 S101S102 11 / A1.20 12 / A1.2013 / A1.20SOD SODSOD NOTE: KEYNOTE NUMBERING IS FOR ORGANIZATIONAL PURPOSES ONLY AND NOT INTENDED TO REFERENCE A SPECIFIC CSI DIVISION 1 8'-0" CHAIN LINK FENCE, RE: SPECS 2 FLOOR DRAIN, REF: PLUMBING 4 CONCRETE SIDEWALK, RE: CIVIL 5 ADA SIGN, RE: SPECS 6 DOG RUN RE: LANDSCAPE 7 FIRE ACCESS LANE, RE: CIVIL 8 TRASH ENCLOSURE, REF: A1.20 9 24' WIDE MOTORIZED ROLLING CHAIN LINK GATE, REF: A1.20 10 MONUMENT SIGNAGE 11 8' TALL CONCRETE WALL REF. SPECS 12 EQUIPMENT PAD WALL RE: MECHANICAL COORDINATE SIZE W/ MECHANICAL GENERAL SITE PLAN NOTES 1. FFE OF 0'-0" IN THESE PLANS REFERS TO CIVIL ELEVATION XX.XX' NAVD OR XX.XX' NGVD. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 4. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 5. REFER TO CIVIL AND LANDSCAPE DWGS FOR ALL INFORMATION REGARDING SITE ELEMENTS INCLUDING BUT NOT LIMITED TO PAVING, GRADING, SITE DRAINAGE, PLANTINGS ECT. 6. ALL UNPAVED SURFACES SHALL SLOPED WITH A MINIMUM OF 6" TOP SOIL TO PREVENT WATER PONDING. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO TOPSOIL INSTALLATION. 7. ALL CONCRETE EXTERIOR SURFACES THAT CONTACT THE BUILDING SHALL SLOPE A MINIMUM OF 1/4"/FT AWAY FROM THE BUILDING. 8. REFER TO CIVIL DRAWINGS FOR TYPICAL SIDEWALK CONSTRUCTION DETAILS. 9. INSTALL SIGNAGE, STRIPING, AND RAMPS AS REQUIRED BY CODE FOR ALL HANDICAP PARKING SPACES. REFER TO THE ACCESSIBILITY ROUTE COMPLIANCE SHEET. PLAN GRAPHIC LEGEND EXISTING PAVING TO REMIAN PROPOSED ANIMAL SHELTER BUILDING EXISTING BUILDING TO REMAIN THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:16:11 PMA1.01 SITE PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NORTHPLAN FUTUREEXPAN 1/16" = 1'-0"1 Site Plan Overall SITE PLAN KEY NOTES №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 4' - 0"6' - 0"GATE HINGES, TYP. 3" SQUARE GATE POST, 12 GA, TYP. NOTES: 1. ALL METAL PARTS, CONNECTORS, HARDWARE, ETC. TO BE GALVANIZED UNLESS NOTED OTHERWISE 2. PROVIDE 9"X8" CONC. MOW STRIP w/ #3 REBARS, EXCEPT WHEN LOCATED ON HARDSCAPE OR CURB 3. IF POST SPACING OR HEIGHT IS REVISED, CONSULT MANFUL. FOR RECOMMENDED POST SIZE AND THICKNESS.3"TYP.3' - 0"69" WELDED WIREMAX. 8' - 0"2" MAX.12" DIAMETER CONCRETE FOOTING 1" SLOPE TO DRAIN 2" CONTINUOUS TOP RAIL, TYP. 2" x 4" GALV. WIRE MESH MOUNTED PER MANUF. INSTRUCTIONS. POST CAPS, TYP. 2" SQUARE 16 GA. END, CORNER & PULL POST, TYP. FENCE ELEVATION GATE ELEVATION 2" SQUARE LINE POST, TYP. 3 A1.20 2 A1.20 MOUNTED COYOTE ROLLER. RE: SPECS. 2" SQUARE RAILED, 12 GA. WELDED GATE FRAME 2" x 4" GALV. WIRE MESH MOUNTED PER MANUF. GATE LATCH, RE: SPECS 1" SLOPE TO DRAIN, TYP. MOUNTED COYOTE ROLLER. RE: SPECS.T.O. POST6' - 6"2" MAXCOORDINATE WITH ROLLER DIMENSIONS 8'-0" +/-8'-0"PRECAST CONCRETE FENCE CONTRACTOR TO CONFIRM WALL STYLE WITH OWNER PRIOR TO INSTALLATION PROVIDE SMALL OPENINGS AS NEEDED FOR SITE DRAINAGE. SLOPE PER CIVIL CONC. YARD, RE: CIVIL CHAIN LINK FENCE AT DOG RUN. TYP. CONC. SIDEWALK, RE: CIVIL CONCRETE POST FOUNDATION SOD RE: LANDSCAPE 6'-0"GRASS. RE: LANDSCAPE CURB & GUTTER FENCE. RE: A1.10 FOR TYPE CONCRETE MOW EDGE BETWEEN FENCE POST LOCATIONS RE: CIVIL SLOPE PER CIVIL CONC. YARD, RE: CIVIL CONCRETE POST FOUNDATION SOD METAL PANEL 3/4" DIA. CANE BOLT 1/8" X 4" WIDE STEEL COVER PLATE, TYP. AT HINGE METAL PANEL 6'-8"4"5A1.20PREFINISHED CORNER TRIM, MATCH INSULATED METAL PANEL FINISH PREFINISHED METAL COPING J TRIM 6" DIA. PAINTED GALV. SCHEDULE 40 STEEL PIPE BOLLARD FILLED WITH CONCRETE AND CROWNED AT THE TOP RE: 1/A1.21 1/2" EXPANSION AROUND BOLLARD REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DESIGN, TYP.3'-4"6'-8"7 1/2"7 1/2"EQEQEQEQSTEEL HINGE, TYP. GALV. 3/8"x6" WIDE X 6'-8" STEEL PLATE 4x4 STEEL TUBE METAL GIRTS AT 2'-5" O.C. 2x4x1/4 STEEL TUBE 2x2x1/4 STEEL TUBE L2x2x1/4 TOP AND BOTTOM 4X4X1/4 STEEL TUBE 1/8" X 4" WIDE STEEL COVER PLATE HINGE PREFIN. METAL CLOSURE 4X2X1/4 STEEL TUBE 2X2X1/4 STEEL TUBE FLAT LINEAR MTL. WALL PANEL 3/4" DIA. CANE BOLT 3/4" X 4" LONG PIPE SLEEVE (BOTH SIDES) DOWELED EXPANSION JOINT REFER TO CIVIL DRAWINGS PREFIN. METAL CLOSURE FOUNDATION (REFER STRUCT.) GALV. 3/8" WIDE X 6'-8" STEEL PLATE W/ MASONRY ANCHORS AT 8" O.C., TYP. 4X4X1/4 STEEL TUBE METAL GIRT METAL WALL PANELS PREFIN. METAL CLOSURE 1/8" X 4" WIDE STEEL COVER PLATE HINGE WASTE DUMPSTER BY OTHERS SLOPE TO DRAINEQ EQ EQ EQ 2'-0" 3'-0" 8'-8" 3'-0" 16'-0" EQ 10' - 0" MIN. CLEAR EQ 12'-8"EQ EQ EQ EQ EQ 2'-0"1'-0"3/4" x 4" LONG PIPE SLEEVE (BOTHS SIDES) DOWELED EXPANSION JOINT, REFER TO CIVIL DRAWINGS 4X4X1/4 STEEL TUBE A1.20 6 5A1.20FIN. FL. 0' -0"5'-0"4 1/8"10'-0" 3 1/2"2'-9"6"2'-8 1/2"6"2'-9"6" NOTE: FINAL BUILDING SIGNAGE TO BE COORDINATED WITH THE CITY. CONTRACTOR SHALL OBTAIN VERIFICATION PRIOR TO INSTALLATION. 1/4" PAINTED STL PLATE 3/4" THICK PAINTED ALUMINUM CUT LETTERS MOUNTED ON STEEL PLATE 6" TALL 3/4" THICK PAINTED ALUMINUM CUT LETTERS METAL PANEL ON 7/8" GALV. HAT CHANNELS CONCRETE WALL1'-0"2'-0"2'-0"CONCRETE FOUNDATION BY SIGNAGE MANUFACTURER / INSTALLER 1/4" PAINTED STL PLATE 9'-0" CONCRETE FOUNDATION BY SIGNAGE MANUFACTURER / INSTALLER2'-0" 2'-0" 1'-0"5'-0"5'-0"11"1'-0"2'-0"2'-0"CONCRETE FOUNDATION BY SIGNAGE MANUFACTURER / INSTALLER CONCRETE WALL 1/4" PAINTED STL PLATE 3/4" THICK PAINTED ALUMINUM CUT LETTERS MOUNTED ON STEEL PLATE THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:16:16 PMA1.20 SITE DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/4" = 1'-0"4 WELDED WIRE FENCE TYP. 3/4" = 1'-0"7 PRECAST CONCRETE FENCE WALL 1" = 1'-0"3 FENCE - DOG YARD TO SIDEWALK 1" = 1'-0"2 FENCE - DOG YARD TO LANDSCAPE 1/2" = 1'-0"10 DUMPSTER ENCLOSURE ELEVATION 1/2" = 1'-0"9 DUMPSTER ENCLOSURE WALL SECTION 1/2" = 1'-0"8 DUMPSTER GATE ELEVATION 1" = 1'-0"5 DUMPSTER GATE SECTION 1 1/2" = 1'-0"6 DUMPSTER GATE PLAN 3/16" = 1'-0"1 ENLARGED DUMPSTER PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 3/8" = 1'-0"11 MONUMENT SIGN NORTH ELEVATION 3/8" = 1'-0"12 MONUMENT SIGN SOUTH ELEVATION 3/8" = 1'-0"13 MONUMENT SIGN WEST ELEVATION 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 PAINTED YELLOW 6" CONCRETE FILLED SCHED. 40 STEEL PIPE WITH ROUNDED TOP. PAVEMENT / FINISHED GRADE ABOVE BOLLARD FOOTING PROVIDE SEALANT AT FINISH PAVEMENT AND BOLLARD CONC. FOUNDATION 1'-6"3'-0"4'-0"MIN.6"PAINTED YELLOW 6" SCHED. 40 STEEL PIPE WITH ROUNDED TOP. PAVEMENT / FINISHED GRADE EMBEDMENT SLEEVE & HINGING LID CONC. FOUNDATION 1'-9"3'-0"2'-0"1'-0"TOP RAIL - 1.660" O.D. SCH. 40 STEEL PIPE (MIN. WT 2.27 LB/FT)4'-0"4"2" X 9 GA. GALVANIZED CHAIN LINK FABRIC WITH PRIVACY SLATS. COLOR TBD FITTINGS AND BAR, TYP. CORNER POST 3" O.D. SCH. 40 STEEL PIPE (MIN. WT. 579 LB/FT) CORNER BRACE - 1.660" O.D. SCH. 40 STEEL PIPE (MIN. WT. 2.27 LB/FT) 3/8" DIA. TRUSS ROD WITH BUCKLES CONTINUOUS GALVANIZED STEEL CHANNEL FASTENED TO BOTTOM RAIL. LOCK PRIVACY SLATS INTO CHANNEL 2" MAX.TYPICAL CORNER POST TYPICAL TERMINAL POST TYPICAL LINE POST4'-0"1'-6"4"2" MAX.7'-0"2" MAX.1'-6" EXTENDED POST WITH GALV. TERMINAL DOME CAP STRETCHER BAND AND BAR, TYP. TERMINAL POST 3" O.D. SCH. 40 STEEL PIPE (MIN. WT. 5.79 LB/FT) CORNER BRACE - 1.660" O.D. SCH. 40 STEEL PIPE (MIN. WT. 2.27 LB/FT) 3/8" DIA. TRUSS ROD WITH BUCKLES CONTINUOUS GALVANIZED STEEL CHANNEL FASTENED TO BOTTOM RAIL. LOCK PRIVACY SLATS INTO CHANNEL 7'-0"LINE POST - 2.875" O.D. SCH. 40 STEEL POST (MIN. WT. 3.65 LB/FT) 2"X9 GA. GALVANIZED CHAIN LINK FABRIC WITH PRIVACY SLATS. COLOR TBD 4'-0"4"1'-6" TOP RAIL - 1.660" O.D. SCH. 40 STEEL PIPE (MIN. WT. 2.27 LB/FT) CAST IN PLACE CONCRETE FOOTING CAST IN PLACE CONCRETE FOOTING NOTES: 1. FENCE TO BE 2" MESH WOVEN FROM NO. 9 WIRE AND GALVANIZED BY THE HOT DIP PROCESS AFTER FABRICATION. TOP AND BOTTOM SELVAGE TO HAVE TWISTED AND BARBED FINISH. ALL FABRIC SHALL CONFORM TO ASTM A392, CLASS II. SEE SECTION 02821 2. AL POSTS, TOP RAIL, AND BRACING TO BE GALVANIZED BY THE HOT DIP PROCESS. ALL STEEL PIPE TO CONFORM TO ASTM 120-77, GALVANIZED IN ACCORDANCE WITH ASTM A123 3. POSTS TO BE SPACED AT 10'-0" O.C. MAX. 4.BOTTOM TENSION WIRE AND ALL TIES TO BE 9 GAUGE GALVANIZED. 5. FENCE POSTS TO BE SET IN CLASS "A" CONCRETE (3000 PSI). 6.STRETCHES OF FENCE MORE THAN 250' IN LENGTH SHALL HAVE ONE INTERMEDIATE 2.875" O.D. PULL POST WITH BRACES IN TWO DIRECTIONS OR EVERY 250'. 7. TRUSSED BRACING SHALL BE FURNISHED FOR EACH PANEL ADJACENT TO A TERMINAL PULL, CORNER OR GATE POST. COMPRESSION MEMBER SHALL BE 1.660" O.D. PIPE, AS SPECIFIED FOR TOP RAIL MATERIAL. TENSION MEMBERS SHALL BE 3/8" DIAM. STEEL RODS WITH TURNBUCKLES. 8. TACK WELD ALL BOLTED CONNECTIONS. 9. PAINT ALL WELDS WITH ZINC RICH PAINT. 10. SLEEVED EXPANSION SPRINGS SHALL BE USED ONE IN EVERY FIVE TOP RAIL BUTTED CONNECTIONS. 11. MISCELLANEOUS STEEL FITTINGS AND HARDWARE FOR USE WITH FENCE SHALL BE OF COMMERCIAL GRADE STEEL. ALL STEEL FITTINGS AND HARDWARE SHALL BE PROTECTED WITH ZINC COATING APPLIED IN CONFORMANCE WITH ASTM A153. 12. ALL STEEL BOLTS, ETC. SHALL BE GALVANIZED ASTM A-36 STEEL. 13. CONCRETE TO CURE 72-HOURS BEFORE INSTALLING TOP RAIL OR BRACING TO FENCE POST. 14. NO GAP SHALL EXCEED 4" WHEN GATE IN CLOSED. 15. ALL NON-PREFINISHED MATERIALS TO BE PAINTED BLACK.7'-0"2" X 9 GA. GALVANIZED CHAIN LINK 7'-0"HINGE TERMINAL POST 3" O.D. SCH. 40 STEEL PIPE (MIN. WT. 579 LBS.) TENSION BAR 1'-6"4'-0"4"4'-0"1'-6"4"REF. SITE DOOR SCHEDULE MANUFACTURER TO PREP GATE FOR INSTALLATION OF LOCKING GATE LATCH. COORDINATE HARDWARE LOCATION WITH OWNER. CAST IN PLACE CONCRETE FOOTING 5" 9'-0" 8' MIN (VAN ACCESSIBLE) 5' MIN (STD ADA ACCESSIBLE) 2'-0" 2'-6" 2'-6" 2'-0" R 1 '-0 "6"22.0000°8"7 3 /4 " 5.0000°4"8 3/8"PAINT BACKGROUND (2) COATS HANDICAP BLUE 3" WIDE PAINTED STRIPES; PAINT (2) COATS WHITE/GLASS BEADED REFLECTIVE PAINT 2'-0" TYP.4" WIDE PAINTED STRIPING (2) COATS WHITE TRAFFIC PAINT 5'-0"CL OF STALL NO PARKING "NO PARKING" PAINTED TEXT. 12" TALL LETTERS IN ALL CAPITAL WITH A MIN. 2" STRIPE WIDTH. 2" WIDE PAINTED 12" TALL TEXT WHERE APPLICABLE VAN TOP RAIL - 1.660" O.D. SCH. 40 STEEL PIPE (MIN. WT. 2.27 LBS) DEPRESSED 4" CONCRETE SLAB BEYOND FOR GATE WHEEL TRACK 2" X 9 GA. GALVANIZED CHAIN LINK FABRIC WITH PRIVACY SLATS. COLOR TBD 2"7'-0"6"4" SOLID ELITE V-GROOVE POWER WHEELS & BRACKET OVER HANG OPENING REF. SCHEDULE FOR OPENING WIDTH DEPRESSED 4" CONCRETE SLAB BEYOND FOR GATE WHEEL TRACK EXTENSION AS REQUIRED BY MANUFACTURER LATCH POST 2" X 9 GA. GALVANIZED CHAIN LINK HINGE TERMINAL POST 3" O.D. SCH. 40 STEEL PIPE (MIN. WT. 579 LBS.) FENCE GATE. CONTRACTOR TO CONFIRM GATE TYPE WITH OWNER PRIOR TO INSTALLATION RREF. MANUF.RREF. MANUF.RREF. MANUF.RREF. MANUF. REF. SITE DOOR SCHEDULE MANUFACTURER TO PREP GATE FOR AND PROVIDE INSTALLATION OF LOCKING GATE LATCH. COORDINATE HARDWARE LOCATION WITH OWNER. CAST IN PLACE CONCRETE FOOTING 8'-0"4'-2" 8' CONCRETE FENCE WALL BY OTHERS 8' CONCRETE FENCE WALL BY OTHERS PROVIDE KNOX PAD LOCK AS REQUIRED BY CITY OF PORT ARTHUR FIRE DEPARTEMENT THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:16:18 PMA1.21 SITE DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/2" = 1'-0"1 BOLLARD DETAIL 1/2" = 1'-0"2 REMOVABLE BOLLARD DETAIL 3/8" = 1'-0"4 CHAIN LINK FENCE WITH PRIVACY SLATS - DETAILS 3/8" = 1'-0"7 3' FENCE GATE 1/2" = 1'-0"6 PAINTED HANDICAP SYMBOL 3/8" = 1'-0"5 CHAIN LINK FENCE - SLIDING GATE DETAIL ONE SIDE №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 3/8" = 1'-0"8 4' FENCE GATE 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. GENERAL PLAN NOTES 1. ROOM AND DOOR REFERENCE NUMBERS ARE FOR CONSTRUCTION COORDINATION ONLY. CONTRACTOR SHALL COORDINATE WITH OWNER FOR FINAL ROOM & DOOR IDENTIFICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 3. ALL DIMENSIONS ARE TO FACE OF GYPSUM, GRID LINES AND FACE OF MASONRY INFILL WALL U.N.O. ALL 36" WIDE INTERIOR SWING DOORS SHALL BE LOCATED 2'-0" FROM CENTER OF DOOR TO PERPENDICULAR SURFACE OF ADJACENT WALL AT DOOR JAMB U.N.O. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 6. REFER TO WALL TYPE SCHEDULE FOR ADDITIONAL INFORMATION. 7. ALL SHAFTS PENETRATING SLAB SHALL BE RATED 2HR. 8. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 9. PROVIDE IN-WALL REINFORCEMENT FOR ALL WALL MOUNTED FURNITURE AND EQUIPMENT AS REQUIRED. 10. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR LIGHT FIXTURE AND PLUMBING FIXTURE SCHEDULES. 11. PROVIDE FILLER STRIPS TO MATCH ADJACENT MILLWORK AS REQUIRED TO FILL OPENING AND PROVIDE DOOR AND DRAWER CLEARANCE. 12. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR DOOR FRAMES, WINDOWS, CONTROL JOINTS AND MATERIAL TRANSITIONS. 13. U.N.O. ALL TRANSITIONS AT DOORS TO BE CENTER AT DOOR. 14. CUT ALL WALL MATERIALS TO FIT AROUND ELECTRICAL FIXTURES. 15. U.N.O. ALL TOILETS & URINALS TO BE CENTERED EQUALLY BETWEEN ADJACENT WALLS/PARTITIONS. 16. ALL EQUIPMENT, MILLWORK, TOILET ACCESSORIES, SIGNAGE, AND RAILINGS SHALL BE INSTALLED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT AND REGULATIONS/CODES. 17. ALL MILLWORK SHALL BE CONSTRUCTED USING TREATED PLYWOOD. BUTT JOINTS, EDGE BANDING PARTICLE BOARD, OR MDF WILL NOT BE ALLOWED ON ANY MILLWORK ITEM. 18. ALL EXPOSED-TO-SIGHT INTERIOR AND EXTERIOR SURFACES SHALL BE FINISHED MATERIAL. 19. ALL WOOD USED IN CONCEALED LOCATIONS MUST BE FIRE RETARDANT TREATED TYPE, INCLUDING PLYWOOD, WOOD BLOCKING IN PARAPET, ROOF ASSEMBLIES, BACKING WALL SUPPORT, ETC. 20. PROVIDE EDGE PROTECTORS ON ALL OUTSIDE CORNERS: SCHLUTER -JOLLY #A100ACG OR APPROVED EQUAL, FINISH: ANODIZED ALUMINUM. 21. REF.CLERESTORY PLANS FOR LOUVER LOCATION. 22. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT ALL OFFICE WINDOWS, BREAKROOM, TRAINING ROOM, ADOPTION ROOMS 23. REFER TO PLUMBING FOR KENNELS TRENCH DRAIN AND CHEMICAL FLUSHING SYSTEM. 3 A7.01 1 A7.01 2 / A6.01 2 A7.01 5 A7.01 6 / A6.01 1 / A6.01TRAPS STORAGE 129 EQUIPMENT STORAGE 128 FREEZER 131 ELECTRICAL 132 CORRIDOR 136 LOCKER ROOM 122 WORK / MEDICAL AREA 133 EUTHANASIA ROOM 135 DRUG STORAGE 134 CUST. 138 DRY STOR. 139 WOMENS RESTROOM 126 MENS RESTROOM 121 LOCKER ROOM 125 LAUNDRY ROOM 120 RABIES QUARANTINE 118 CATS 142 IT ROOM 137 KENNEL TECH OPEN AREA 119 RECEPTION 101 LOBBY 102 COPY/ WORK ROOM 103 WOMENS RESTROOM 114 MENS RESTROOM 106 TRAINING ROOM 107 BREAK ROOM 111 STORAGE 105 CORRIDOR 110 CORRIDOR 109 ANIMAL CONTROL OFFICERS 115 SR. ANIMAL CONTROL OFFICER 112 ANIMAL CONTROL SUPERVISOR 113 FILE ROOM 104 ADOPTION ROOM 117 ADOPTION ROOM 14136'-9 45/64"A4.01 1 A4.01 3 10 / A6.01DOG WASH 130 A5.01 2 A5.01 1 A5.01 4 A5.01 8 4 A7.01 1 A7.50 2 A7.50 3 A7.50 4 A7.50 1 A7.51 3 A7.51 4 A7.51 1 A7.52 KENNEL 2 143 KENNEL 3 147 CORRIDOR 148 QUARANTINE 1 153 TRENCH DRAIN TRENCH DRAIN KENNEL 4 146 KENNEL 6 150 KENNEL 5 149 KENNEL 1 145 CORRIDOR 144 CORRIDOR 154 QUARANTINE 2 155 A4.02 2 35'-9"36'-1"36'-1" PROVIDE BLOCKING FOR WALL MOUNTED 60" TV O.F.C.I. 5 / A8.03 A4.01 2 5 / A8.6512 / A8.655 / A8.013 / A8.011 / A8.01 6 / A8.017 / A8.014 / A8.012 / A8.01 8 / A8.01A4.01 5 16 / A8.65 9 / A8.6514 / A8.0213 / A8.02 16 / A8.0215 / A8.02 3 / A8.039 / A8.03 4 / A8.0313 / A8.037 / A0.3115 / A8.03 SALLY PORT 127 DOG RUN REF. SITE PLAN DOG RUN REF. SITE PLAN 1 / A8.65 3 / A8.65TRAINING ROOM 108 CORRIDOR 116 CORRIDOR 151 136B 104 105 107 108111 112 113 110B 114115 144148154A 119A129 127C 133 134 135 138 137 SO127 128 106 121126 131B 130 131A 152B 151B 153 155 150 146 143 149 147 145152A 123124 127B 140 120 136A 141 142 117 118 127A 116SO108 151A 132154B 103 12 / A0.31 PRE-CAST CONCRETE FENCE REF. SITE PLAN 36'-0" 10'-7 1/2"77'-6 7/16"A5.01 7 A5.01 5 110A 2 A7.51 2 A7.52 1 A7.53 11 / A6.01 SF-01 HM-02 HM-02HM-02 HM-02HM-02 HM-02 HM-02 HM-02 3 15 A D D L L M M Q Q B K N N P P 4 7 7 8 8 1 2 G J 12 I H O O 5 5 9 9 F E C 1614 14 10 SF-11 SF-09 A4.01 9 A4.01 8 2 / A8.03 1 / A8.03 10 / A8.0314 / A8.03 18 / A8.03 102B 15 / A8.65 2 / A8.65 8 / A8.654 / A8.657 / A8.6511 / A8.65 119B 86'-10"51'-7"44'-0"167'-7"1'-0"88'-3 5/8"12'-0 57/256"52'-11"117'-0"2 A7.53 16 / A0.31 156 STORAGE 156 102A S102 S101 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 4' WIDE FENCE GATE REF. A1.21 101 MANUAL ROLLING SHADE, RS01 MANUAL ROLLING SHADE, RS01 REF. EQUIPMENT PLAN M280 M280 M280M260M260F130M260M260M260F130F130M260A360M360M160 M481 A130 A130 M181 A261 A161A161A261A130A261A261 A230 A330 A230 A261 F330 F130A261 A261A261F130 A260F230 F230 A260 A261A260 A230 A260 A160A160 A261A260 A330A260 F130 M181 M180M180 M181 M181 M181 M181 M180 M181 M181 M181 11 11 6 6 13 HM-01 SF-04 SF-07 SF-08 SF-09 SF-09 SF-09 HM-08 SF-10 SF-10 32'-1 5/8"25'-7" 25'-7" 23'-0 25/32" 25'-7" 25'-7" 23'-0 25/32" 104'-8 25/32"11'-11 247/256" 52' - 11" ROOF ACCESS LADDER M182M182 M160F130F130A261 MANUAL ROLLING SHADE, RS01 F330 MANUAL ROLLING SHADE, RS01 RS01 MANUAL ROLLING SHADE, RS01 MANUAL ROLLING SHADE, RS01 F130 A230 12'-0"FILE ROOM 104 8 / A6.015 / A6.013 / A6.01 9 / A6.01 7 / A6.01A130A130A160 CORRIDOR 152 4 / A6.01 A4.01 7 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:32 PMA2.10 OVERALL FLOOR PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NORTH PLAN NORTH TRUE 1/8" = 1'-0"1 FLOOR PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. 3 A7.01 1 A7.01 2 A7.01 5 A7.01 4 A7.01 1 A7.50 2 A7.50 3 A7.50 4 A7.50 1 A7.51 3 A7.51 4 A7.51 1 A7.52 TRAPS STORAGE 129 EQUIPMENT STORAGE 128 FREEZER 131 ELECTRICAL 132 CORRIDOR 136 LOCKER ROOM 122 WORK / MEDICAL AREA 133 EUTHANASIA ROOM 135 DRUG STORAGE 134 CUST. 138 DRY STOR. 139 WOMENS RESTROOM 126 MENS RESTROOM 121 LOCKER ROOM 125 LAUNDRY ROOM 120 CATS 142 IT ROOM 137 KENNEL TECH OPEN AREA 119 RECEPTION 101 LOBBY 102 COPY/ WORK ROOM 103 TRAINING ROOM 107 BREAK ROOM 111 STORAGE 105 CORRIDOR 110 CORRIDOR 109 ANIMAL CONTROL OFFICERS 115 SR. ANIMAL CONTROL OFFICER 112 ANIMAL CONTROL SUPERVISOR 113 FILE ROOM 104 ADOPTION ROOM 117 ADOPTION ROOM 141 1'-0"49'-7"1'-0"DOG WASH 130 KENNEL 2 143 KENNEL 3 147 CORRIDOR 148 QUARANTINE 1 153 TRENCH DRAIN TRENCH DRAIN KENNEL 4 146 KENNEL 6 150 KENNEL 5 149 KENNEL 1 145 CORRIDOR 144 CORRIDOR 154 QUARANTINE 2 155 35'-9"36'-1"36'-1" SALLY PORT 127 DOG RUN REF. SITE PLAN DOG RUN REF. SITE PLAN 52'-11"10'-3"108'-0" TRAINING ROOM 108 129 128 15'-8"11'-6"11'-5"5'-10"10'-5"10'-2"12'-9"3'-0"7'-7"4'-5"3'-5"18'-11"1'-5"11'-0"10'-8"6'-8"10'-1"8'-6"2'-0"ALIGN 9'-11"11'-8"12'-2 3/16"16'-10 13/16"13'-5"8'-11"5'-2"2'-8"12'-7"8'-3"111 108 112 113 107 114 SO108 106 115 103 104 117 118 142 141 140 120 137 138135 134 133131A 131B 130 127A SO127 127B 136B 116144 143 145147 146 149 150 148154A 152A 152B 153 155 154B 151B 151A 22'-1 5/8" 9'-0" 25'-7" 25'-7" 8'-7 7/16" 25'-4" 9'-11" 10'-9" 19'-3" 132 A4.01 1 Sim136A119A RABIES QUARANTINE 118 105 A4.01 3 SimA4.01 5 110B 2 A7.51 2 A7.52 1 A7.53 44'-0" 3 3 15 A D L L M M Q B K N N P P 4 4 7 7 8 8 1 1 2 2 G G J J 12 I H O O 5 9 F E C 1614 14 10 86'-10"1'-0 3/16" 12'-4" 14'-0" 3'-4" 3'-4"16'-10"3'-4" 6'-11 1/8" 10'-0"27'-3 3/16"1'-11 13/16"12'-8"2'-7" 3'-4"ALIGN 19'-4"12'-1 5/16"7'-8 11/16"7'-9"SF-01102B 18'-10"18'-0" 6'-5 1/4" 119B HM-08 168'-7"88'-3 5/8"11'-11"1'-0"4'-0"5'-0"19'-0"5'-0"SF-09 SF-09 18'-10" 6'-2 7/16" 8'-6"5'-7"57'-7 13/16"3 11/16"6'-4" 25'-5 1/2" A4.02 2 9'-9" 9'-8" 8'-8" 5'-4" 6'-10" 3'-4"SF-04SF-07SF-08110A 2 A7.53 LV-1 SF-11 LOUVER AND CLERESTORY ABOVE 24'-2" 3'-6" 8'-0" 5'-0" LV-2 LV-3 LOUVER ABOVE LOUVER ABOVE 7/16" 17'-5" LV-2 3'-6" 102A A4.01 2 11 6 13 1'-4"9"1'-5" 1'-4"8"LV-2 2'-2" 1'-4" HM-01 1'-4"11 5/16"3'-1"3'-3"1'-4"12'-10"2'-9" REF. PANEL MANUF. 1'-8"8"4'-9 97/256" 4'-6" 2'-1 7/256"8"11'-6"SF-09 16'-9"5'-4"5'-0"5'-4"6'-11"LV-42'-0"14'-2"5'-4"9'-2"6'-0"8'-8"4'-0"8"4'-0"4'-0"1'-9"1'-8"1'-5"8"9 1/2"1'-7"1'-6 15/16"SF-09 1'-7" 8"1'-7 11/16"9'-9" 1'-3"12'-0"STORAGE 156 1'-6"1'-4"22'-10 39/64"3'-4"49'-7 101/128"10'-0"2'-6 1/4"2'-0"SF-021'-10" 4'-0 1/2" 1'-4" HM-02 HM-02HM-02 HM-02 HM-02 HM-02 HM-02 1'-9"LV-42'-0"LV-4 1'-10"LV-42'-0"LV-4 LV-4 GENERAL PLAN NOTES 1. ROOM AND DOOR REFERENCE NUMBERS ARE FOR CONSTRUCTION COORDINATION ONLY. CONTRACTOR SHALL COORDINATE WITH OWNER FOR FINAL ROOM & DOOR IDENTIFICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 3. ALL DIMENSIONS ARE TO FACE OF GYPSUM, GRID LINES AND FACE OF MASONRY INFILL WALL U.N.O. ALL 36" WIDE INTERIOR SWING DOORS SHALL BE LOCATED 2'-0" FROM CENTER OF DOOR TO PERPENDICULAR SURFACE OF ADJACENT WALL AT DOOR JAMB U.N.O. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 6. REFER TO WALL TYPE SCHEDULE FOR ADDITIONAL INFORMATION. 7. ALL SHAFTS PENETRATING SLAB SHALL BE RATED 2HR. 8. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 9. PROVIDE IN-WALL REINFORCEMENT FOR ALL WALL MOUNTED FURNITURE AND EQUIPMENT AS REQUIRED. 10. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR LIGHT FIXTURE AND PLUMBING FIXTURE SCHEDULES. 11. PROVIDE FILLER STRIPS TO MATCH ADJACENT MILLWORK AS REQUIRED TO FILL OPENING AND PROVIDE DOOR AND DRAWER CLEARANCE. 12. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR DOOR FRAMES, WINDOWS, CONTROL JOINTS AND MATERIAL TRANSITIONS. 13. U.N.O. ALL TRANSITIONS AT DOORS TO BE CENTER AT DOOR. 14. CUT ALL WALL MATERIALS TO FIT AROUND ELECTRICAL FIXTURES. 15. U.N.O. ALL TOILETS & URINALS TO BE CENTERED EQUALLY BETWEEN ADJACENT WALLS/PARTITIONS. 16. ALL EQUIPMENT, MILLWORK, TOILET ACCESSORIES, SIGNAGE, AND RAILINGS SHALL BE INSTALLED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT AND REGULATIONS/CODES. 17. ALL MILLWORK SHALL BE CONSTRUCTED USING TREATED PLYWOOD. BUTT JOINTS, EDGE BANDING PARTICLE BOARD, OR MDF WILL NOT BE ALLOWED ON ANY MILLWORK ITEM. 18. ALL EXPOSED-TO-SIGHT INTERIOR AND EXTERIOR SURFACES SHALL BE FINISHED MATERIAL. 19. ALL WOOD USED IN CONCEALED LOCATIONS MUST BE FIRE RETARDANT TREATED TYPE, INCLUDING PLYWOOD, WOOD BLOCKING IN PARAPET, ROOF ASSEMBLIES, BACKING WALL SUPPORT, ETC. 20. PROVIDE EDGE PROTECTORS ON ALL OUTSIDE CORNERS: SCHLUTER -JOLLY #A100ACG OR APPROVED EQUAL, FINISH: ANODIZED ALUMINUM. 21. REF.CLERESTORY PLANS FOR LOUVER LOCATION. 22. PROVIDE MANUALLY-OPERATED ROLLER SHADES AT ALL OFFICE WINDOWS, BREAKROOM, TRAINING ROOM, ADOPTION ROOMS 23. REFER TO PLUMBING FOR KENNELS TRENCH DRAIN AND CHEMICAL FLUSHING SYSTEM. THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:40 PMA2.11 OVERALL DIMENSIONAL FLOOR PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 FLOOR PLAN NORTH PLAN NORTH TRUE №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. TRAPS STORAGE 129 EQUIPMENT STORAGE 128 FREEZER 131 ELECTRICAL 132 CORRIDOR 136 LOCKER ROOM 122 WORK / MEDICAL AREA 133 EUTHANASIA ROOM 135 DRUG STORAGE 134 CUST. 138 DRY STOR. 139 WOMENS RESTROOM 126 MENS RESTROOM 121 LOCKER ROOM 125 LAUNDRY ROOM 120 IT ROOM 137 RECEPTION 101 LOBBY 102 COPY/ WORK ROOM 103 WOMENS RESTROOM 114 MENS RESTROOM 106 TRAINING ROOM 107 BREAK ROOM 111 STORAGE 105 CORRIDOR 110 CORRIDOR 109 ANIMAL CONTROL OFFICERS 115 SR. ANIMAL CONTROL OFFICER 112 ANIMAL CONTROL SUPERVISOR 113 110 SF FILE ROOM 104 ADOPTION ROOM 117 ADOPTION ROOM 141 DOG WASH 130 KENNEL 2 143 KENNEL 3 147 CORRIDOR 148 QUARANTINE 1 153 KENNEL 4 146 KENNEL 6 150 KENNEL 5 149 KENNEL 1 145 CORRIDOR 144 CORRIDOR 154 QUARANTINE 2 155 35'-9"36'-1"36'-1" 54'-8" PROVIDE BLOCKING FOR WALL MOUNTED TV SALLY PORT 127 DOG RUN REF. SITE PLAN DOG RUN REF. SITE PLAN 127A 129 128 127B 130 131A 131B 132 133 135 134 138 136B 137 140 120 119A 136A 118 141 142 117 104 103 115 116114 106 107 110B 113 112 105 111 108 127C 126 121 TRAINING ROOM 108 RABIES QUARANTINE 118 KENNEL TECH OPEN AREA 119 CORRIDOR 116 CATS 142 143 144 145 146 147149 150151A 152A 152B 151B 155 154B 153 154A GUILLOTINE DOOR EACH DOG KENNEL TYP. GUILLOTINE DOOR EACH DOG KENNEL TYP. TRENCH DRAIN 1 (2 TIER)SMALL CAGE(25"W X 30"T) DOG WASH SS SHELVES (24"DX48W"X72"T) (18 TOTAL) CAT CONDOS DOUBLE WIDE 42"WX27"T COM. WASHER/DRYER 13 22 13 22 13 22 13 22 21 A2.12 3 A2.12 2 19 18 23 23 23 23 23232323 18 20 16161616 16 16 16 16 5 22 79 12 12 11 13 222322 22 8 28 102B102AA4.01 2 A4.01 4 A4.01 6 PROVIDE BLOCKING ABOVE DOOR FOR MOUNTED TV 119B 31 6 6 6 32 32 32 32 32 32 32 12 33 33 33 33 1 1-1/2" PLYWOOD DESK SUPPORT AT 48" O.C., PLAM (PL2) ALL EXPOSED SURFACES 2 SCHEDULED PRE-FINISHED DOUBLE TIER LOCKER SYSTEM, (15"W x18"D x 36" H) REF: SPEC. 3 PEDESTAL BENCH, REF: SPEC. 4 UTILITY SINK, REF: PLUMBING. 5 FULL SIZE REFRIGERATOR, REF: SPECS. 6 MEDIUM SIZE REFRIGERATOR, REF: SPECS. 7 UNDER COUNTER ICE MACHINE, REF: SPECS. 8 UNDER COUNTER SAFE, REF: SPECS. 9 ELECTRIC RANGE AND RANGE HOOD, REF: SPECS. 10 DISHWASHER, REF: SPECS. 11 COMMERCIAL WASHER/DRYER 12 80" WALL MOUNTED TV, CFCI. 13 STAINLESS STEEL ANIMAL KENNEL FRONT PANEL SYSTEM WITH GATE AND FEEDER SYSTEM, REF: SPECS. 14 KENNEL FEEDER SYSTEM, 1-QUART DOUBLE BOWL, TYP. AT ALL INTERIOR KENNELS REF: SPECS. 15 SCHEDULED SINK, REF: SPECS. 16 HOSE REEL. REF PLUMBING, REF: SPECS. 17 SCHEDULED SINK, REF: SPECS. 18 STAINLESS STEEL COUNTER WITH SINK, REF: SPECS. 19 ZURN - WASTE FLUSH UNIT, REF: PLUMBING 20 MOP SINK, REF: PLUMBING 21 STAINLESS STEEL ANIMAL KENNEL SIDE PANEL, TYP. AT ALL INTERIOR KENNEL SIDE PANEL REF: SPECS. 22 STAINLESS STEEL ANIMAL KENNEL TOP PANEL, TYP. AT ALL INTERIOR KENNEL TOP PANEL REF: SPECS. 23 TRENCH DRAIN EQUIPED WITH CHEMICAL FLUSHING SYSTEM REF: SPECS. 24 GUILLOTINE DOOR SYSTEM WITH DOUBLE DOOR, REF: SPECS. 25 CHAIN LINK FENCE AT EXTERIOR KENNEL SIDE PANEL, TYP. AT ALL EXTERIOR KENNEL SIDE PANEL REF: SPECS. 26 CHAIN LINK FENCE FRONT PANEL SYSTEM AT EXTERIOR KENNELS, REF: SPECS. 27 CHAIN LINK FENCE TOP PANEL, TYP. AT ALL EXTERIOR KENNEL TOP PANEL REF: SPECS. FILE CABINETS,REF: SPECS.28 FIRE EXTINGUISHER CABINET,REF: SPECS.29 STAINLESS STEEL COUNTER, REF: SPECS.30 DOUBLE COMPARTMENT SINK WITH STAINLESS STEEL COUNTER, REF: SPECS. 31 MANUALLY OPERATED ROLLING SHADE REF: SPECS.32 6' DRY ERASER MARKERBOARD / 2' TACKBOARD 33 13 22 21 23 24 AT INT. KENNELS4'-8" CMU WALL WITH 1'-4"STAINLESS STEEL PANELSAT EXT. KENNELSCHAIN LINK FENCE2525 26 27 M560 M560 13 22 23 24 26 27 M160M160CLASSIC FLAT TOP SURGERY TABLE AUTOCLAVE. REF. SPEC. MOVABLE SURGERY LIGHT. REF. SPEC. DOUBLE CEILING MOUNT LIGHT. REF. SPECS ZURN - WASTE FLUSH UNIT, REF. PLUMBING E-101 E-102 E-103 E-104 E-105 6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICAL E-106 STAINLESS STEEL TABLE E-108 FOLD UP EXAM TABLE REF. SPECS E-109 ECONOMY DOUBLE DOOR NARCOTIC CABINET (11"W x 4"D X 15"H). REF. SPECS E-110 INTERNAL DISPOSABLE CONTAINERS FOR SHARPS DISPOSAL E-111 ADA COMPLIANT GROOMING TUB. REF. SPECS. E-112 LARGE COMMERCIAL CHEST FREEZER - REF. SPECS E-113 CUSTOM MOVABLE POWDER COATED DOUBLE AND TRIPLE STACKED W/ GLASS BACK - REF. SPECS E-114 ONE DOUBLE TIER 18 GA STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 SST WALL MOUNTED SHELFE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:42 PMA2.12 OVERALL EQUIPMENT PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 FLOOR PLAN 1/8" = 1'-0"INTERIOR ELEVATION KEY NOTES 1/4" = 1'-0"2 ENLARGED TYP. KENNEL 1/4" = 1'-0"3 ENLARGED QUARANTINE KENNEL 1/8" = 1'-0"EQUIPMENT LIST KEY NOTES №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC H I TECT3/9/202210/27/2023 1 2637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC H I TECT3/9/202210/27/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. TRAPS STORAGE 129 EQUIPMENT STORAGE 128 RB01 SC01 PG01 PT01 ELECTRICAL 132 CORRIDOR 136 LOCKER ROOM 122 EPB01 EP01 ACT02 PT01 EUTHANASIA ROOM 135 DRUG STORAGE 134 CUST. 138 DRY STOR. 139 WOMENS RESTROOM 126 MENS RESTROOM 121 LOCKER ROOM 125 LAUNDRY ROOM 120 RABIES QUARANTINE 118 CATS 142 RB01 SC01 STR--1 PT-1 KENNEL TECH OPEN AREA 119 RECEPTION 101 LOBBY 102 COPY/ WORK ROOM 103 WOMENS RESTROOM 114 MENS RESTROOM 106 TRAINING ROOM 107 RB01 MCP01 ACT01 PT01 STORAGE 105 CORRIDOR 110 CORRIDOR 109 ANIMAL CONTROL OFFICERS 115 SR. ANIMAL CONTROL OFFICER 112 ANIMAL CONTROL SUPERVISOR 113 FILE ROOM 104 ADOPTION ROOM 117 EPB01 EP02 ACT01 PT01 DOG WASH 130 KENNEL 2 143 KENNEL 3 147 CORRIDOR 148 QUARANTINE 1 153 SALLY PORT 127 RB01 MCP01 ACT01 PT01 CORRIDOR 116 BREAK ROOM 111 TRAINING ROOM 108 RB01 MCP01 ACT01 PT01 RB01 MCP01 ACT01 PT01 RB01 MCP01 ACT01 PT01 RB01 MCP01 ACT01 PT01 RB01 SC01/CC01 ACT01 PT01 RB01 SC01 STR-1 PT01 TB01 T01 PG01 WT01/WT02 RB01 MCP01 ACT01 PT01 RB01 MCP01 ACT01 PT01 EPB01 EP02 ACT02 PT01 ADOPTION ROOM 141 EPB01 EP01 STR-1 PT01 RB01 SC01 STR-1 PT-1IT ROOM 137 EPB01 EP01 ACT02 PT01 EPB01 EP01 ACT01 PT01 WORK / MEDICAL AREA 133 RB01 SC01 STR-1 PT01 RB01 SC01 STR-1 PT-1 RB01 SC01 STR-1 PT-1 RB01 SC01 STR-1 PT-1 EPB01 EP01 ACT02 PT03 FREEZER 131 TB01 T01 PG01 WT02/PT03 EPB01 EP02 ACT01 PT01 EPB01 EP02 ACT02 PT01 RB01 SC01 ACT01 PT01 QUARANTINE 2 155 EPB01 EP01 ACT02 PT03/PT13 CORRIDOR 151 KENNEL 6 150 KENNEL 4 146 CORRIDOR 144 CORRIDOR 154 EPB01 EP01 ACT02 PT03/PT12 KENNEL 5 149 EPB01 EP01 ACT02 PT03/PT10 EPB01 EP01 ACT02 PT03/PT08 KENNEL 1 145 EPB01 EP01 ACT02 PT03/PT06 EPB01 EP01 ACT02 PT03/PT07 EPB01 EP01 ACT02 PT03/PT09EPB01 EP01 ACT02 PT03/PT11 RB01 SC01 ACT01 PT01 EPB01 EP02 ACT-2 PT01 TB01 T01 PG01 WT01/WT02 EPB01 EP-01 ACT02 PT03 EPB01 EP01 ACT02 PT03 STORAGE 156 RB-1 SC-01 STR-1 PT-1 EPB01 EP01 ACT02 PT03 EPB01 EP01 ACT02 PT03 EPB01 EP01 ACT02 PT03 CT-1B SC-01 ACT01 PT-1 CT-1B SC-01 ACT01 PT-1 RB01 SC-01 ACT01 PT01 TB01 T01 PG01 WT01/PT03 TB01 T01 PG01 PT03 TB01 T01/SB01 PG01 PT03 TB01 T01 PG01 PT03 EQEQGENERAL FINISH NOTES 1. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 4. PROVIDE IN-WALL REINFORCEMENT FOR ALL WALL MOUNTED FURNITURE AND EQUIPMENT AS REQUIRED. 5. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCING OF WORK. 6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 7. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF FLOOR FINISH MATERIALS. 8. GENERAL CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. 9. GENERAL CONTRACTOR TO VERIFY PATTERNS AND LAYOUT PRIOR TO INSTALLATION. 10. GENERAL CONTRACTOR SHALL GLUE DOWN THE ENTIRE CARPET TILE TO THE FINISHED CONCRETE FLOOR. 11. CONTRACTOR SHALL RESERVE 10% ATTIC STOCK OF CARPET TILE & LVT. 12. REFER TO ENLARGED PLANS & ELEVATIONS SHEETS FOR ADDITIONAL FINISH INFORMATION 13. 1/4" SLOPE FLOOR TO BE PROVIDED IN SPACES SHOWING FLOOR DRAIN(S) 1. PROVIDE WATER-PROOFING MATERIAL AT ALL WET LOCATIONS THAT INCLUDE FLOOR DRAINS AND/OR WATER LINES. 2. SUBMIT WATER-PROOFING MATERIAL FOR APPROVAL. 3. PROVIDE MANUFACTURER'S STANDARD WATER-PROOFING PRODUCT THAT COMPLIES WITH ANSI A118.10 AND IS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION NOTED. INCLUDE REINFORCEMENT AND ACCESSORIES RECOMMENDED BY THE MANUFACTURER. A. FABRIC REINFORCED, FLUID APPLIED MEMBRANE SYSTEM CONSISTING OF LIQUID-LATEX RUBBER OR ELASTOMERIC POLYMER AND CONTINUOUS FABRIC REINFORCEMENT. B. LATEX-PORTLAND CEMENT, FABRIC MORTAR CONSISTING OF CEMENT-BASED MIX AND LATEX ADDITIVE. 4. PROVIDE MANUFACTURER'S STANDARD CRACK ISOLATION MEMBRANE THAT COMPLIES WITH ANSI A118.12 FOR HIGH PERFORMANCE AND IS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION NOTED. INCLUDE REINFORCEMENT AND ACCESSORIES RECOMMENDED BY THE MANUFACTURER. A. FABRIC REINFORCED, FLUID APPLIED MEMBRANE SYSTEM CONSISTING OF LIQUID-LATEX RUBBER OR ELASTOMERIC POLYMER AND CONTINUOUS FABRIC REINFORCEMENT. B. LATEX-PORTLAND CEMENT, FABRIC MORTAR CONSISTING OF CEMENT-BASED MIX AN WATER-PROOFING NOTES NOTE: KEYNOTE NUMBERING IS FOR ORGANIZATIONAL PURPOSES ONLY AND NOT INTENDED TO REFERENCE A SPECIFIC CSI DIVISION FINISHED PLAN LEGEND ACT = ACOUSTICAL CEILING TILE BR = BRICK CP = CARPET CG = CORNER GUARD C = ARCHITECTURAL CONCRETE FRP = FIBER REINFORCED PLASTIC GBC = GYPSUM BOARD CEILING GL = WRITEABLE GLASS BOARD LVT = LUXURY VINYL TILE MTL = METAL MCP = MINERAL COMPOSITE PLANK N/A = NOT APPLICABLE OPEN = NO CEILING AT THIS LEVEL PC = POLISHED CONCRETE PL = PLASTIC LAMINATE PT = PAINT RB = RUBBER BASE RF = RUBBER FLOOR RS = ROLLER SHADES SC = SEALED CONCRETE SF = SAFETY FLOORING SS = SOLID SURFACE SST = STAINLESS STEEL STCO = STUCCO STR = OPEN TO PAINTED STRUCTURE T = TILE (PORCELAIN) TZ = TERRAZZO FLOORING TB = TILE BASE (PORCELAIN) VB = TERRAZZO BASE WB = WOOD BASE WD = WOOD WO = WALK-OFF CARPET TILE WP = WALL PROTECTION ROOM FINISHES UNLESS NOTED OTHERWISE ROOM NAME ROOM NUMBER CEILING WALL BASE FLOOR GENERAL NOTES 1. EXPOSED SURFACES OF CABINETS FINISHED TO MATCH FACE. 2. BASE KICK REQUIRED AT ALL BUILT-INS. 3. PROVIDE SOLID BLOCKING AT WALL CABINETS. 4. 1 1/2" THICK PLAM COUNTER TOP, 3/4" X 4" BACKSPLASH, SQUARE EDGE TOP. 5. PROVIDE RADIUS EDGE ON OUTSIDE CORNERS OF COUNTERTOPS, TYP. 6. PROVIDE FILLER STRIPS (TO MATCH ADJACENT CABINETS) AS REQUIRED BY CONDITIONS AND FABRICATOR. MAX FILLER WIDTH 3". PROVIDE FILLER STRIPS IN ORDER TO AVOID CONFLICT BETWEEN CABINET FACE, DOORS, AND WALLS. ADD FILLER STRIPS AROUND CAGE BANKS ON CURBS AFTER INSTALLATION OF CAGES. 7. TEMPERED GLASS TO BE USED IN ALL LOCATIONS. 8. PROVIDE 3" DIA. PLASTIC GROMMETS IN COUNTERTOP AT COMPUTER LOCATIONS WITH KNEE SPACES. 9. RE: EQUIPMENT PLANS & SCHEDULES FOR EQUIPMENT INFO. 10. RE: G0.11 FOR STANDARD MOUNTING HEIGHTS. 11. ALL COUNTERTOPS TO BE PLAM, U.N.O. 12. CASEWORK/MILLWORK WITH EXPOSED END TO BE FINISHED ENDS 13. WALLS TO BE PAINTED PT-1 UNO 202 18" 24" 36" * WOODWORKING INSTITUTE CABINET DESIGN SERIES NUMBER MODIFIER HEIGHT DEPTH WIDTH L LOCKED P PASS THROUGH R PHARMACY SHELVES T TRASH B 6" BASE, RE: DETAILS D FILE DIVIDERS SK SINK SKIRT, RE: 5/A8.65 CASEWORK TAG DESIGNATION NOTE: ALL STAINLESS STEEL UPPER AND BASE CABINET DESIGN SERIES NUMBERS ARE ASSOCIATED WITH A TRISTAR MANUFACTURING NUMBER. SST STAINLESS STEEL SS SOLID SURFACE PL-X PLASTIC LAMINATE, RE: FINISH SCHEDULE CASEWORK & COUNTER MATERIAL DESIGNATION THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:47 PMA2.20 OVERALL FINISH PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 FLOOR PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 3 10/03/2023 95% CONSTRUCTION DOCUMENTS 3 3 15 15 D D L L M M B K N N P P 4 4 7 7 8 8 2 2 G J 12 12 I H O O 5 5 9 E C 16 16 14 14 10 11 6 6 13 FREEZER 131 TRAPS STORAGE 129 ELECTRICAL 132 EQUIPMENT STORAGE 128 WORK / MEDICAL AREA 133 EUTHANASIA ROOM 135 DRUG STORAGE 134 DRY STOR. 139 RABIES QUARANTINE 118 CATS 142 IT ROOM 137 CUST. 138 LAUNDRY ROOM 120 LOCKER ROOM 125 LOCKER ROOM 122 MENS RESTROOM 121WOMENS RESTROOM 126 LOBBY 102 ADOPTION ROOM 141 ADOPTION ROOM 117 FILE ROOM 104 ANIMAL CONTROL SUPERVISOR 113 SR. ANIMAL CONTROL OFFICER 112 ANIMAL CONTROL OFFICERS 115 COPY/ WORK ROOM 103 RECEPTION 101 MENS RESTROOM 106 WOMENS RESTROOM 114 BREAK ROOM 111 QUARANTINE 1 153 CORRIDOR 148 KENNEL 3 147 KENNEL 2 143 CORRIDOR 136 CORRIDOR 110 CORRIDOR 109 STORAGE 105 KENNEL TECH OPEN AREA 119 TRAINING ROOM 107 DOG WASH 130 KENNEL 5 149 KENNEL 6 150 KENNEL 4 146 KENNEL 1 145 CORRIDOR 144 CORRIDOR 154 QUARANTINE 2 155 0"-1/4" TYP E-303 E-304B E-304B E-304A E-304A E-304A E-304B E-304A E-304B 0"-1/4" TYP E-303 E-301 E-301 E-302 E-302 E-302 E-301 E-301 E-301 E-301 E-303 E-301 E-304C E-3011/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" E-303 E-303 E-303 E-303 E-303 E-303 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 0"-1/4" TYP 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 1/4"/ 1'-0" 0"-1/4" TYP0"-1/4" TYP 0"-1/4" TYP E-301E-301 E-301 E-301 GENERAL NOTES 1. ALL DIMENSIONS TO CENTERLINE OF COLUMN OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED. 2. DRIAN ELEVATIONS ARE RELATIVE TO 100'-0" FINISH FLOOR, UNLESS OTHERWISE NOTED. 3. SLAB SLOPES SHOULD NOT EXCEED 1:48 AT WALK. SLOPES SHOULD NOT EXCEED 1:12 AT DOG RUNS, SALLY PORT, MEDICAL ROOM, CAT ROOM, ADOPTION ROOMS QUARANTINE ROOM 4. DRAINS SHOULD NOT FALL WITHIN 1'0" OF CONSTRUCTION JOINTS 5. 1/4" MIN PER FOOT IN KENNELS SLAB PLAN LEGEND ROUND DRAIN, SUMP TO DRAIN 1/4" PER FOOT MAX RE: EQUIPMENT SCHEDULE ROUND DRAIN, RE: EQUIPMENT SCHEDULE TRENCH DRAIN, RE: EQUIPMENT EQUIPMENT LIST DRAINS EQUIPMENT No. TYPE COMMENTS E-301 FLOOR DRAIN - WALKS E-302 FLOOR DRAIN - CAT ZONE E-303 FLOOR DRAIN - DOG ZONE E-304A TRENCH DRAIN - 21 FEET E-304B TRENCH DRAIN - 18 FEET E-304C TRENCH DRAIN - 13'-6" FEET THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:50 PMA2.21 SLAB PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1/8" = 1'-0"1 FLOOR PLAN ROOF LEGEND 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 4. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 5. ALL FLAT ROOF SLOPES SHALL BE 1/4" MIN. PER FOOT U.N.O. 6. RE: SHEET P2.01 FOR PLUMBING ROOF PENETRATIONS. RE: DETAIL 12/A7.71 FOR ROOF PENETRATION DETAIL. 7. MECHANICAL UNIT ENCLOSURE, CURBS AND ATTACHEMENT SHALL MEET WIND LOAD AND IMPACT RESISTANCE REQUIREMENTS. REFER TO STRUCTURAL DSESING CRITARIA ON SHEET S101 FOR DESIGN WIND SPEED. 8. ROOF, CANOPIES AND ATTACHMENTS SHALL MEET WIND LOAD AND IMPACT RESITANCE REQUIREMENTS. REFER TO STRUCTURAL DSESING CRITARIA ON SHEET S101 FOR DESIGN WIND SPEED. INDICATES 1/4" PER FOOT SLOPE TO DRAIN AT ROOF OR 2% SLOPE TO DRAIN AT EXTERIOR TERRACE ROOF GRAPHICS LEGEND 3 A7.01 1 A7.01 2 A7.01 5 A7.01 4 A7.01 1 A7.50 2 A7.50 3 A7.50 4 A7.50 1 A7.51 3 A7.51 4 A7.511 A7.52 PREFINISHED MTL GUTTER PREFINISHED MTL GUTTER PREFINISHED MTL GUTTER 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM PREFINISHED MTL GUTTER PREFINISHED MTL GUTTER 1" / 1'-0"2" / 1'-0"2" / 1'-0"1 1/2" / 1'-0"1 1/2" / 1'-0" 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM PREFINISHED MTL GUTTER PREFINISHED MTL GUTTER PREFINISHED MTL GUTTER 1" / 1'-0"1" / 1'-0"PREMANUFCATURED CANOPY SYSTEM 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM 4" STANDING SEAM METAL INSULATED ROOF PANEL SYSTEM2 A7.51 2 A7.52 1 A7.53 3 3 15 A D M M Q Q B K N N P P 4 4 7 7 8 8 1 1 2 2 G J 12 IH O O 5 9 F E C 1614 14 10 85'-2 31/32"PREFINISHED MTL GUTTER 29'-2 1/2" 6'-0" 14'-2" 6'-0"3'-0"3'-0"15'-11"12'-5"3'-7" 28'-11 1/2" 6'-0"3'-0"6'-0"14'-9"1 5/8" 10 1/2" 18'-6 3/8" 6'-0"3'-0"4'-6"6'-0"17'-11"6'-0"1" / 1'-0"3'-0" 3'-0" 1 1/2" / 1'-0"25'-5"8'-0"7'-0"ROOF ACCESS LADDER 12'-0 13/128"ROOF ACCESS LADDER ROOF ACCESS LADDER 11'-6"ROOF ACCESS LADDER 14'-0" CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY 3'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0" STANDING SEAM SYSTEM GABLE CRICKET STANDING SEAM SYSTEM GABLE CRICKET STANDING SEAM SYSTEM GABLE CRICKET 2 A7.53 11 11 6 13 13'-0" MECH. UNIT, REF. MEP 3'-0" 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT CANOPY 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT PREFINISHED MTL GUTTER 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT PREFINISHED MTL GUTTER 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 2'-7"52'-7"35'-0"11A7.7111A7.7111A7.718A7.708A7.708A7.708A7.708A7.708A7.708A7.702A7.712A7.712A7.71STANDING SEAM CANOPY PREMANUFCATURED CANOPY SYSTEM THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:11:51 PMA2.30 OVERALL ROOF PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"1 ROOF PLAN NORTH PLAN NORTH TRUE №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING OC1 OC2 OC1 OC1 OC1 OC1 OC1 OC1OC1 OC1 OC1 OC1 2x2 ACOUSTICAL CEILING TILE SYSTEMACT01 PG01 PAINTED, (1) LAYER 5/8" WATER RESISTANT GWB CEILING ON METAL FRAMING SYSTEM. SM-1 SPECIAL MATERIAL OVER 5/8" GWB CEILING ON METAL FRAMING SYSTEM. STR-1 EXPOSED STRUCTURE PAINTED BLACK. WD-1 6" WIDE ALUMINUM CLADDING SOFFIT OVER PEMB 1. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFO. PRIOR TO EXECUTION OF THE WORK. 4. REFER TO PARTITION INFORMATION FOR ADDITIONAL INFORMATION. 5. ALL SHAFTS PENETRATING SLABS SHALL BE RATED 2HR. 6. LIGHT FIXTURES ARE DIMENSIONED TO CENTERLINE OF FIXTURE, OR PROVIDE THE "CL" (CENTERLINE) SYMBOL, AND / OR LINE TYPE ON THE DIMENSION STRING AT EACH FIXTURE. 7. REFER TO ELECTRICAL DRWGS FOR FIXTURE DESIGNATIONS AND TYPES. 8. FIXTURES SHALL BE CENTERED BETWEEN WALLS U.N.O. 9. CEILING GRIDS SHALL BE CENTERED IN ROOMS U.N.O. GENERAL RCP NOTES RCP GRAPHIC LEGEND 2x2 ACOUSTICAL CEILING TILE SYSTEMACT02 INDICATES SOUND LID ABOVE SUSPENDED ACOUSTICAL CEILING, RE: SUSPENDED ACOUSTICAL CEILING 24" X 24" GYPSUM BOARD CEILING 2' X 4' RECESSED LIGHT FIXTURE CEILING LEGEND SYMBOL DESCRIPTION RECESSED CAN LIGHT DOUBLE SURGERY LIGHT - MI1000 IV TRACK AND HANGER MEDICAL GAS OUTLET O - OXYGEN W - WASTE ANESTHESIA GAS DISPOSAL V - MEDICAL VACUUM +10'-0"CEILING HEIGHT OVERHEAD LIGHT - SUSPENDED FROM STRUCTURE EXAM LIGHT - M550 DOWNLIGHT - WALL WASHER SUPPLY AIR DIFFUSER EXHAUST GRILL RETURN AIR DIFFUSER PG02 PAINTED, (1) LAYER 5/8" GWB CEILING ON METAL FRAMING SYSTEM. ANIMAL CONTROL OFFICERS 115 STORAGE 105 SR. ANIMAL CONTROL OFFICER 112 TRAINING ROOM 107 ANIMAL CONTROL SUPERVISOR 113 WOMENS RESTROOM 114 MENS RESTROOM 106 ADOPTION ROOM 117 FILE ROOM 104 ADOPTION ROOM 141 COPY/ WORK ROOM 103 RECEPTION 101 KENNEL 6 150 KENNEL 4 146 KENNEL 2 143 CORRIDOR 144 KENNEL 1 145KENNEL 3 147 CORRIDOR 144 CORRIDOR 148 KENNEL 5 149 QUARANTINE 1 153 CORRIDOR 154 EQUIPMENT STORAGE 128 TRAPS STORAGE 129 DOG WASH 130 FREEZER 131 ELECTRICAL 132 WORK / MEDICAL AREA 133 DRUG STORAGE 134 EUTHANASIA ROOM 135 CUST. 138 DRY STOR. 139 LOCKER ROOM 125 LOCKER ROOM 122 MENS RESTROOM 121 WOMENS RESTROOM 126 LAUNDRY ROOM 120 RABIES QUARANTINE 118 CATS 142 KENNEL TECH OPEN AREA 119 IT ROOM 137 LOBBY 102 TRAINING ROOM 108 SALLY PORT 127 CORRIDOR 116 BREAK ROOM 111 A.F.F. CLNG- 2x2 ACT 9'-0" QUARANTINE 2 155 A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 4 11'-0"A.F.F. CLNG- 2x2 ACT 4 11'-0"A.F.F. CLNG- 2x2 ACT 4 11'-0" A.F.F. CLNG- 2x2 ACT 4 11'-0" A.F.F. CLNG- 2x2 ACT 4 11'-0" A.F.F. CLNG- 2x2 ACT 4 9'-0" A.F.F. CLNG- 2x2 ACT 4 11'-0"A.F.F. CLNG- 2x2 ACT 4 11'-0"A.F.F. CLNG- 2x2 ACT 11'-0" A.F.F. CLNG- 2x2 ACT 4 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG-GWB on Mtl. Stud 9'-0" A.F.F. CLNG-GWB on Mtl. Stud 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG-GWB on Mtl. Stud 9'-0" A.F.F. CLNG- 2x2 ACT 4 9'-0" A.F.F. CLNG- 2x2 ACT 4 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG-GWB on Mtl. Stud 9'-0" A.F.F. CLNG- OPEN TO STRUCTURE 9'-0" EQ EQ CORRIDOR 151 CORRIDOR 152 PG01 FIN CLG 8'-6" 6" WIDE ALUMINUM CLADDING SOFFIT OVER PEMB STORAGE 156 A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0" A.F.F. CLNG- 2x2 ACT 9'-0"2'-0"2'-0"2'-0"2'-0" PG01 ACT02 15'-0" THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:01:55 PMA3.10 GROUND LEVEL REFLECTED CEILING PLAN CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NORTH PLAN NORTH TRUE 1/8" = 1'-0"1 01_RCP №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING F.E.C. MENS RESTROOM 121 WOMENS RESTROOM 126 12 / A8.0210 / A8.029 / A8.02 LOCKER ROOM 122 LOCKER ROOM 125 SHOWER 123 SHOWER 124 11 / A8.02 121126124123 7'-10" 5'-6" 5'-6" 9'-2 9/16"11'-4 1/2"4'-2"6'-1"A261M182A130A130A130 F130 A230 A230A230 A130A130A130 A261A2301'-8" 3'-5" 7'-3" 1'-10" 7'-8 1/2"3'-8"F130F1303'-2" 5'-2" 1'-6"3'-1" 3'-6" 3'-1" 5'-2" ALIGN 2 22 2 6 3'-2" 5'-2" 1'-6" 2 2 1 1 TA-4 TA-2TA-3 TA-2 TA-3 TA-9 TA-3TA-9 TA-6 TA-6 TA-16 TA-11 TA-15 TA-1 A260 TA-11 TA-16 5 4 5 4 TA-1 1'-4"1'-3"4'-3"3'-3"3'-0" 5'-1" 1 5 / A6.013 / A8.02 2 / A8.024 / A8.021 / A8.02 A260 A160A260 A160F130 A161 A161A161 F130 F130F130F130105 A161 1 21062'-8" 3'-0" 5'-2" 1'-6" 1 TA-3 3'-0" 5'-4" 10'-0 5/8" TA-9 TA-2 TA-4 TA-13 MENS RESTROOM 106 STORAGE 105 TA-8 1 A7.01 2 A7.50 WORK / MEDICAL AREA 133 EUTHANASIA ROOM 135 DRUG STORAGE 1345 / A8.6512 / A8.6516 / A8.65 9 / A8.6510 / A8.65 13 / A8.656 / A8.6517 / A8.6519 / A8.6518 / A8.6514 / A8.65 Q P 9 134 135 133 2 E-101 E-102 E-103 E-104 E-116 7 9 E-106 E-107131B TA-1 TA-8 E-108 E-108 E-109 7 E-110TA-1 TA-8 E-106 E-111 7 E-107 E-108130 131AE-113 13 DOG WASH 130 FREEZER 131 WORK / MEDICAL AREA 133 E-116 5 / A8.02 8 / A8.026 / A8.027 / A8.02 F130 A260 A260 A261 WOMENS RESTROOM 114 1 2 114TA-4 TA-9 TA-3 TA-1 TA-2 TA-8 1'-6" 6'-5" 5'-7 1/2" 3'-0" 6'-2" 3'-0" TA-8 NOTE:REF. G0.1410'-4 3/16"1'-10"3 A7.01 1 A7.52 3 4 7 82 G SF-12 SF-11 SF-11 SF-11 1'-10 1/2" 5'-0" 5'-9" 5'-0" 12'-10 1/2" 7'-3" 10'-0" 8'-4" 6'-6" 10'-0" 9'-1" 6'-5" 10'-0" EQ EQ EQ EQ EQ EQ SF-12 3 A7.01 3 4 7 82 J SF-12 SF-11 SF-11 SF-11 1'-10 1/2" 5'-0" 5'-9" 5'-0" 12'-10 1/2" 7'-3" 10'-0" 8'-4" 6'-6" 10'-0" 9'-1" 6'-5" 10'-0" SF-12 NOTE: KEYNOTE NUMBERING IS FOR ORGANIZATIONAL PURPOSES ONLY AND NOT INTENDED TO REFERENCE A SPECIFIC CSI DIVISION 1 TOILET PARTITION; SEE 'TP1' ON A0.22 2 FLOOR DRAIN, REF: PLUMBING 3 DRINKING FOUNTAIN, REF. PLUMBING 4 PRE-FINISHED METAL LOCKERS 15"X18"X36", REF. SPECIFICATIONS 5 ADA BENCH, REF. SPECIFICATIONS 6 HAND HELD SHOWER HEAD, REF. PLUMBING 7 MEDIUM SIZE REFRIGERATOR, (OFCI) REF. SPECS 8 PLASTIC LAMINATE UPPER AND LOWER MILLWORK WITH STAINLESS STEEL COUNTER 9 STAINLESS STEEL COUNTER WITH UTILITY SINK TA1 Bobrick B-5806 SERIES , STRAIGHT GRAB BAR 36" TA2 TA4 B-290 2436 WELDED FRAME MIRROR TA5 Bobrick B-221 CLASSIC SERIES SURFACE MOUNTED SEAT COVER DISPENSER TA-6 TA-8 Bobrick B-4288 CCONTURA SERIES DURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSSER Bobrick B-5806 SERIES, STRAIGHT GRAB BAR 42" Bobrick B-3942 CLASSIC SERIES SEMI-RECESSED CONVERTIBLE COMBINATION TOWEL AND WASTE UNIT. TA3 Bobrick B-6727 ROBE HOOK TA-7 24"X60" FULL-LENGHT MIRROR, WALL MOUNTED TA-9 Bobrick B-2112 CLASSIC SERIES SURFACE MOUNTED SOAP DISPENSER TA-15 TWO-WALL SHOWER GRAB BAR TA-16 REVERSIBLE FOLDING SHOWER SEAT CLASSIC FLAT TOP SURGERY TABLE AUTOCLAVE. REF. SPEC. MOVABLE SURGERY LIGHT. REF. SPEC. DOUBLE CEILING MOUNT LIGHT. REF. SPECS ZURN - WASTE FLUSH UNIT, REF. PLUMBING E-101 E-102 E-103 E-104 E-105 6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICAL E-106 STAINLESS STEEL TABLE E-108 FOLD UP EXAM TABLE REF. SPECS E-109 ECONOMY DOUBLE DOOR NARCOTIC CABINET (11"W x 4"D X 15"H). REF. SPECS E-110 INTERNAL DISPOSABLE CONTAINERS FOR SHARPS DISPOSAL E-111 ADA COMPLIANT GROOMING TUB. REF. SPECS. E-112 LARGE COMMERCIAL CHEST FREEZER - REF. SPECS E-113 CUSTOM MOVABLE POWDER COATED DOUBLE AND TRIPLE STACKED W/ GLASS BACK - REF. SPECS E-114 ONE DOUBLE TIER 18 GA STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 SST WALL MOUNTED SHELFE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 E-114 E-114 E-114 E-114 E-114E-1142 9142 E-114 E-114E-115 ALIGN TYP.ALIGN TYP.CONTRACTOR TO ALIGN WINDOW FRAME TO CONDO FRAME CATS 142 E-115 2 E-115 1189 E-117 RABIES QUARANTINE 118 4 A7.50 15 I H 1413 SF-03 SF-06 11'-11"7 9/256"THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:49:37 PMA4.01 CLERESTORY PLAN, ENLARGED FLOOR PLAN AND EQUIPMENT LIST CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/4" = 1'-0"1 STAFF RESTROOM / SHOWER / LOCKER1/4" = 1'-0"3 MENS RESTROOM 106 1/4" = 1'-0"2 ENLARGED MEDICAL AREA 1/4" = 1'-0"5 WOMENS RESTROOM 114 1/4" = 1'-0"9 CLERESTORY PLAN - NORTH KENNEL WALL 1/4" = 1'-0"8 CLERESTORY PLAN - SOUTH KENNEL WALL ENLARGED FLOOR PLAN KEY NOTES ACCESSORY LEGEND EQUIPMENT LIST KEY NOTES 1/4" = 1'-0"4 CAT CONDO EQUIPMNENT1/4" = 1'-0"6 CAT QUARANTINE №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1/4" = 1'-0"7 ENTRY CLERESTORY PLAN F.E.C. J 3 A7.01 2 A7.01 1 A7.52 QUARANTINE 2 155 QUARANTINE 1 153 KENNEL 6 150 KENNEL 4 146 KENNEL 2 143 KENNEL 1 145 KENNEL 3 147 KENNEL 5 149 12 / A0.31 A4.02 3 A4.02 1 2 A7.52 11 / A6.01 3 3 D D L L 4 4 7 7 8 8 1 1 2 2 G G J J 2 / A8.03 1 / A8.03 154B 155 153 HM-02 HM-02 154A151A 148 HM-02 HM-02 152A 151B 152B 149 150 146 147 HM-02 HM-02 HM-02 143 144 145 HM-02 5'-4 1/2" 5'-4 1/2" 5'-4 1/2" 5'-4 1/2" 1'-4" 7'-8" 5'-0" 5'-0" 5'-0" 5'-0" 5'-7" 5'-0" 5'-0" 5'-0" 5'-0" 5'-7" 5'-0" 5'-0" 5'-0" 5'-0" 5'-4 1/2" 5'-4 1/2" 5'-4 1/2" 5'-4 1/2" 1'-4" 7'-8" 5'-0" 5'-0" 5'-0" 5'-0" 5'-7" 5'-0" 5'-0" 5'-0" 5'-0" 5'-7" 5'-0" 5'-0" 5'-0" 5'-0"14'-8"3'-4" 5'-8" 5'-4" 5'-9 5/8" 5'-4 217/256" 3'-4" 4'-5 135/256" 5'-4" 5'-4" 6'-0" 3'-4" 10'-0" 5'-4" 6'-8" 3'-4" 10'-8"5'-4" 6'-8" 3'-4" 1'-4" 3'-4" 5'-8" 5'-4" 11'-2 121/256" 3'-4" 9'-9 135/256" 5'-4" 6'-0" 3'-4" 10'-0" 5'-4" 6'-8" 3'-4" 10'-8" 5'-4" 6'-8" 3'-4" 1'-4"M181M160 M160 M160 M160 M160 M160 M181M181 M181 M181 M181 M181 M181 6'-9" M160 M160 M160 M160 M160 M160 ?M181 M180 M180M180 M180 M181 M181 M181 M182 5'-0" 7'-0" TYP. EQ TYP. EQ TYP. 2'-5" TYP. 2'-6" TYP. 2'-5" TYP 2'-6" TYP. 2'-4" TYP. 2'-7" TYP. 2'-5" TYP. 2'-6" M181 M560 M560 M560 M560 M560 M560 M560 M560 M560 M560 M560 M560M560M560M560M560M560M560M560 M560M560M560M560 M560 3 A7.01 1 A7.52 3 4 7 812 G 2'-8" 1'-6"2'-8"1'-6" 4'-0" 1'-6" 4'-0" 1'-6" 6'-11" 3'-4" 3'-7" 1'-6" 2'-8"1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 5'-4" 1'-6" 2'-8" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-6" 1'-6" 5'-4" 1'-6" 2'-8" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3 A7.01 J J 3 3 4 4 7 7 8 8 1 1 3 4 7 81 J 7 5/8"2'-8" 1'-6" 2'-8" 1'-6" 4'-0" 1'-6" 4'-0" 1'-6"6'-8" 3'-4" 1'-2" 2'-8" 1'-6" 2'-8" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 5'-4" 1'-6" 2'-8" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-6" 1'-6" 5'-4" 1'-6" 2'-8" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 3'-4" 1'-6" 152B THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 3:49:38 PMA4.02 ENLARGED FLOOR PLAN AND EQUIPMENT LIST CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/4" = 1'-0"2 ENLARGED KENNEL PLAN 1/4" = 1'-0"3 ENLARGED FLOOR PLAN - NORTH KENNEL GUILLOTINE DOORS 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - NORTH KENNEL GUILLOTINE DOORS №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 15 F E 16 ALUMINUM SIDING (INSTALLED VERTICALLY) CONTINUOUS BUTYL SEALANT CONTINUOUS HORIZONTAL RAIL 10" GIRTS CLIP W/ FASTENERS 2" CONTINUOUS INSULATED METAL PANEL SYSTEM (KARRIER PANEL )10"1'-4" 3'-0 1/8" 1'-0" HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCTURE 9 1/4"3"F130 F130PREFINISHED ALUMINUM DOWNSPOUT OUTSIDE CORNER EXTRUSION W/ SEALANT EA SIDE INSIDE CORNER EXTRUSION W/ SEALANT EA. SIDE OUTSIDE CORNER EXTRUSION W/ SEALANT EA SIDE HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCTURE JOINT REVEAL ASSEMBLY PEMB STRUCTURE 1514 5/8" GWB CORNER BEAD ENCLOSURE TRACK 5/8" GYPSUM BOARD, REF. FINISH PLAN 3/4" CDX PLYWOOD SUBSTRATE SEALANT AND BACKER ROD BOTH SIDES (TYP.) 4'-3 1/2"STOREFRONT FRAME SEALANT AND BACKER ROD - BOTH SIDES 5/8" GYPSUM BOARD, REF. FINISH PLAN ALUMINUM SIDING (INSTALLED VERTICALLY) 2" KARRIER PANEL (CONTINUOUS ) OUTSIDE CORNER EXTRUSION WITH SEALANT EA. SIDE ALUMINUM SIDING (INSTALLED VERTICALLY) O 1'-4"1'-1"5/8" GWB CORNER BEAD ENCLOSURE TRACK 5/8" GWB (SEE FINISH PLAN) SEALANT AND BACKER ROD BOTH SIDES (TYP.) BONDING MATERIAL, PER MFR. F130SEALANT TAPE 1/8" DIAM. RIVETS EXTERIOR JAMB TRIM1'-6"1'-4" F130 F130PREFINISHED ALUMINUM DOWNSPOUT PEMB STRUCTURE HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCTURE ALUMINUM SIDING (INSTALLED VERTICALLY) 13 8 G 1'-0" EQ CONCRETE COLUMN- REF. STRUCTURE PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL GUILLOTINE DOOR ASSEMBLY I H SEALANT 3'-0"2'-9 5/8"F130F130 A261 SHIM AS REQD SHEET MEMBRANE WATERPROOFING ALUM. FRAME ALUM. FRAME 1/8" DIAM. POP RIVETS TRANSITION MEMBRANE SEALANT AND BACKER ROD BOTH SIDES (TYP.) 5/8" GWB (SEE FINISH PLAN) 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUDS @ 16" O.C. 5/8" GWB (SEE FINISH PLAN) ALUM. FRAME SEALANT 13 A B 16 1'-8"8"HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCT. EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. SEALANT OUTSIDE CORNER EXTRUSION PEMB STRUCTURE F130 F130 PREFINISHED ALUMINUM DOWNSPOUT THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 2:32:41 PMA5.01 PLAN DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1 1/2" = 1'-0"1 PLAN DETAIL 1 1/2" = 1'-0"2 PLAN DETAIL 1 1/2" = 1'-0"4 PLAN DETAIL 1 1/2" = 1'-0"8 PLAN DETAIL 1 1/2" = 1'-0"7 PLAN DETAIL 1 1/2" = 1'-0"5 PLAN DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 6" TYP.KICKER TO STRUCTURE. RE: STRUCTURAL FOR TOP ATTACHMENT WALL ANGLE PER ACOUSTICAL CEILING MFR. TYP. GYP. BOARD METAL CORNER BEAD, PAINTED TO MATCH ADJACENT SURFACE, TYP. CONTINUOUS FRAMING VIF NOTES: 1. CONFIRM ALL SIZES AND SPECS W/ MANUF. 2. ALL PARTS MANUFACTURED BY ACCU-MOUNT OR EQUAL 12 GA. - 1 5/8" x 6 1/2" DBL. CHANNEL UPPER RAIL, P5001 (4 TOTAL) STANDARD 1 5/8" WING SHAPED FITTING AS REQ'D. 12 GA. - 1 5/8" / 1 7/8" SQ. TELESTRUT TELESCOPING TUBING, P9200 (4 TOTAL) 12 GA. - 1 5/8" SQ. CHANNEL DIAGONAL BRACE. 2 EACH SIDE, P1000 (8 TOTAL) 12 GA. DOUBLE CHANNEL BOTTOM RAIL, P5501 BAR JOIST @ 6'-0" O.C. UPPER RAIL TO MIN. 5'-0" LENGTH 3/8" THREADED U-BOLT & CLAMP, P2787 90 DEG. FITTING AS REQ'D. @ T&B OF EACH BRACE, P1068 THREADED ROD W/ LOCK NUTS @ T&B (4 TOTAL) VERIFY DIAM. W/ MANUF. 5" SQ. CUSTOM STEEL PLATE @ T&B OF EACH THREADED ROD (8 TOTAL) MANUF. MOUNTING PLATE VERIFY SPACING W/ MANUF. RE: RCP 1 1 1 1 KICKER TO STRUCTURE. REF. STRUCTURAL FOR TOP ATTACHMENT WALL ANGLE PER ACOUSTICAL CEILING MFR. TYP. GYPSUM WALL BOARD, REF. FINISH PLAN METAL CORNER BEAD, PAINTED TO MATCH ADJACENT SURFACE, TYP. CONTINUOUS FRAMING LONGITUDINAL DIAG. BRACING, REF. STRUCTURAL 6" TYP.REF. RCP10 1/2" 3' - 3"3' - 3"6' 6'1' - 6 3/4"1' - 6 3/4"1' - 6 3/4"4' - 0" 1' - 7"1' - 7" EXISTING ROOF/FLOOR FRAMING, RE: STRUCT. 12 GA. 1-5/8"/1-7/8" SQ. TELESTRUT TELESCOPING TUBING 5" SQ. CUSTOM STEEL PLATE T&B (8 TOTAL) 12 GA. 1-5/8" X 4-7/8" DOUBLE CHANNEL BOTTOM RAIL, 2 EACH SIDE (4 TOTAL) THREADED ROD W/ LOCK NUTS T&B (4 TOTAL) VERIFY DIAM WITH MANUF. MANUF. MOUNTING PLATE, COORDINATE 12 GA. 1-5/8" SQ. CHANNEL DIAGONAL BRACING, 2 EACH SIDE (8 TOTAL) 12 GA. 1-5/8" X 4-7/8" DOUBLE CHANNEL END RAILS, 1 EACH SIDE 12 GA. 1-5/8" X 6-1/2" DOUBLE CHANNEL, P5001 (4 TOTAL) VERIFY SPACING WITH MANUF. 10" 5/8" THK. GYPSUM BD. ON 3 5/8" MTL. STUDS @ 16" O.C. MAX. CORNER BEAD 9- 0" AFF UNDERSIDE OF DECK 4'-5" +/- V.I.F..REF. RCP6"2-1/2" METAL STUDS AT 16" O.C. MAX. W/1 LAYER OF 5/8" THK GYP. BOARD. SCHEDULED ACOUSTICAL CEILING TILE.6"NOTE: PROVIDE LATERAL BRACING WIRES AS REQUIRED BY CODE EACH DIRECTION 7/8" FURRING CHANNELS @ 16" O.C. WALL AS SCHEDULED 1 1/2" MAIN RUNNERS @ 48" O.C. TYPICAL HANGER WIRES @ 48" O.C., TYPICAL WALL AS SCHEDULED BOTTOM OF SLAB OR BEAM 5/8" GYPSUM BOARD CEILING NOTE: PROVIDE LATERAL BRACING WIRES AS REQUIRED BY CODE EACH DIRECTION MAIN TEES @ 48" O.C. TYPICAL PARTITION AS SCHEDULED CROSS TEES @ 24" O.C. TYPICAL HANGER WIRES @ 48" O.C., TYPICAL WALL AS SCHEDULED BOTTOM OF SLAB OR BEAM SUSPENDED ACOUSTICAL TILE CEILING THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 2:32:42 PMA5.11 CEILING DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"7 BULK HEAD - SUSPENDED ACOUST. CLG 1/2" = 1'-0"1 ACCU-MOUNT 200 DETAIL - SECTION 1" = 1'-0"5 CEILING DETAIL 1/2" = 1'-0"2 SURGERY/EXAM LIGHT DETAIL PLAN3" = 1'-0"6 CEILING DETAIL AT BREAKROOM3" = 1'-0"8 CEILING DETAIL 1 1/2" = 1'-0"3 CEILING DETAIL 1 1/2" = 1'-0"4 CEILING DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING GENERAL EXT. ELEV. NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 4. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 5. ALL ROOF SLOPES SHALL BE 1/4" PER FOOT U.N.O. 6. VERIFY ALL EXTERIOR PAINT COLORS WITH OWNER PRIOR TO PURCHASE. 7. STUCCO CONTROL JOINTS (CJ) SHOWN FOR ARCHITECTURAL PURPOSES. PROVIDE ADDITIONAL CONTROL JOINTS AS REQUIRED NOT EXCEEDING AREA LIMITATIONS AND MAXIMUM HEIGHT / LENGTH OF STUCCO SURFACES AS SPECIFIED. COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 8. FINISHES, TRIM, DECORATIVE ELEMENTS ETC. SHALL WRAP ALL ELEVATIONS OF WALLS, COLUMNS ETC. WHEN ALL ELEVATIONS OF ARCHITECTURAL FEATURES ARE NOT PROVIDED IN THE CONSTRUCTION DOCUMENTS. INDICATES 1/4" PER FOOT SLOPE TO DRAIN AT ROOF OR 2% SLOPE TO DRAIN AT EXTERIOR TERRACE CONTROL JOINTC J EXT. ELEV. GRAPHICS LEGEND SMOOTH INSULATED METAL WALL PANEL SYSTEM INSTALLED VERTICALLY ON PEMB SYSTEM (DARK BRONZE) IMP-01 IMP-02 EMBOSSED INSULATED METAL WALL PANEL SYSTEM INSTALLED VERTICALLY ON PEMB SYSTEM (DOVE GRAY) IMP-03 PREMIUM SMOOTH FACE INSULATED METAL WALL PANEL SYSTEM ON PEMB SYSTEM (DOVE GRAY) 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING OVER INSULATED METAL PANEL SYSTEM - KARRIER PANEL (MEDIUM CHERRY) ALUM INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 OVERHEAD DOOR OPENING 5 10 T.O. WALL 13'-0" 1" 1'-0" 1 1/2" 1'-0" T.O. OPEN 10'-0" 132127A LV-2 LV-1 SF-11 B.O. CANOPY 7'-4" INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 SO127 6 13 WDW SILL 7'-0" WDW HEAD 9'-0"T.O. OPEN 12'-0" B.O. OPENING 10'-0"B.O. OPENING 12'-6" T.O. OPEN 14'-6 1/2" ROOF B.O. SOFFIT 7'-4" FIN FLOOR 0" WIN WIN 4" INSULATED STANDING SEAM METAL ROOF PANEL LEAN-TO CANOPY SYSTEM W/ GUTTER DOWNSPOUT 348 1 T.O. WALL 16'-7 1/2" WDW HEAD 11'-0" SF-12SF-11SF-11SF-11 T.O. OPEN 2'-9" PREFINISHED MTL GUTTER W/ DOWNSPOUT INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 AIR HANDLING UNIT- REF. MECH. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM SF-12 CHAIN LINK FENCE PANELS AT EXT. KENNELS, TYP. PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL WIN ROOF FIN FLOOR 0" 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING ALUM AQIE B.O. CANOPY 7'-4" STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM 102ASF-04 SF-01 SF-06 WDW SILL 11'-0" T.O. OPEN 9'-2" B.O. CANOPY 7'-4" HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM IMP-02 HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM IMP-02 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING ALUM OVER 2" INSULATED METAL PANEL KARRIER SYTSEM T.O. WALL 15'-0" STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING. ALUM SF-07 SF-08 SMOOTH INSULATED METAL PANEL SYSTEM INSTALLED HORIZONTALLY IMP-03 ROOF ACCESS LADDER SMOOTH INSULATED METAL PANEL SYSTEM INSTALLED HORIZONTALLY IMP-03 HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM IMP-02 HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM IMP-02 T.O. WALL 14'-7 1/2" 1" 1'-0" WDW HEAD 7'-9" WDW SILL 2'-9" T.O. WALL 19'-1 1/2" PREFINISHED MTL GUTTER W/ DOWNSPOUT 136B A0.50 13 BUILDING GRAPHIC4'-3" 2'-0" 16'-10" 14'-8" 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED ALUMINUM DOWNSPOUT 6" PREFINISHED MTL GUTTER 6" PREFINISHED MTL GUTTER 6" PREFINISHED ALUMINUM DOWNSPOUT ROOF ROOF ROOF WIN WIN WDW HEAD 7'-0" WIN WIN PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL G JE B.O. CANOPY 7'-4" 154B ROOF ACCESS LADDER AIR HANDLING UNIT- REF. MECH. 2" 1'-0"2" 1'-0" T.O. WALL 8'-0" INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 T.O. WALL 16'-3" PROVIDE CURB ROOF FIN FLOOR 0" M QNP INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 FIN FLOOR 0" T.O. WALL 15'-6" B.O. SOFFIT 7'-4" ROOF ACCESS LADDER PREFINISHED MTL GUTTER W/ DOWNSPOUT PREFINISHED MTL GUTTER W/ DOWNSPOUT WALL PACK REF. ELEC. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM ROOF FIN FLOOR 19'-1 87/256" KGJIHFEC 4" INSULATED STANDING SEAM METAL ROOF PANEL PREFINISHED MTL GUTTER W/ DOWNSPOUT INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 SF-09 SF-09 WDW HEAD 7'-6" WDW SILL 3'-6" ROOF ACCESS LADDER STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM PREFINISHED MTL GUTTER W/ DOWNSPOUT INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 ROOF ACCESS LADDER INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 WALL PACK WDW HEAD 7'-6" WDW SILL 3'-6" 119A SF-10 SF-10 116 SF-09 LV-4 LV-4LV-4 WALL PACK T.O. WALL 18'-4" FIN FLOOR 0"WIN WIN T.O. OPEN 7'-2" T.O. OPEN 7'-2" 15 121614 1011 INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 PREFINISHED MTL GUTTER W/ DOWNSPOUT INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY (BEYOND) IMP-01 WDW HEAD 7'-6" WDW SILL 3'-6" MECHANICAL EQUIPMENT REF. MECHANICAL T.O. WALL 14'-3" T.O. WALL 10'-11" B.O. CANOPY 7'-4" SF-09 FIN FLOOR 0" ROOF WIN WIN T.O. OPEN 7'-2" 59116 FIN FLOOR 0" 1" 1'-0" INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 T.O. OPEN 7'-2"B.O. OPENING 10'-0" T.O. OPEN 12'-0" LV-2LV-3 127C WALL PACK T.O. OPEN 15'-4 1/2" ROOF 3 4 7 812 LEAN-TO CANOPY SYSTEM PREFINISHED MTL GUTTER W/ DOWNSPOUT INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 CHAIN LINK FENCE PANELS AT EXT. KENNELS, TYP. PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL SF-11SF-11SF-11SF-12SF-12 WDW HEAD 11'-0" WDW SILL 9'-0" 152BT.O. OPEN 2'-9" FIN FLOOR 4" STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM WIN WIN AIR HANDLING UNIT- REF. MECH. DLGJ FIN FLOOR 0" T.O. WALL 8'-0" T.O. WALL 16'-3 85/256" 144 1'-1" 1'-5 3/4" PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-01 T.O. OPEN 7'-2"8'-6"T.O. WALL 8'-6" ROOF 15 1614 13 SF-03 SF-02 FIN FLOOR 0" WDW HEAD 9'-2" WDW SILL 11'-0" SMOOTH INSULATED METAL PANEL SYSTEM INSTALLED HORIZONTALLY IMP-03 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING OVER HORIZONTAL HAT CHANNELS OVER INSULATED METAL PANEL SYSTEM W/ INTEGRATED ATTACHMENTS OVER PEMB THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 2:18:56 PMA6.01 EXTERIOR BUILDING ELEVATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/8" = 1'-0"2 MAIN BUILDING EXTERIOR ELEVATION_SOUTH WALL(SALLY PORT) 1/8" = 1'-0"6 KENNEL BUILDING EXTERIOR ELEVATION_NORTH WALL 1/8" = 1'-0"1 MAIN BUILDING EXTERIOR ELEVATION_EAST WALL 1/8" = 1'-0"10 KENNEL BUILIDNG EXTERIOR ELEVATION_WEST WALL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1/8" = 1'-0"8 MAIN BUILDING EXTERIOR ELEVATION_WEST WALL (SALLY PORT) 1/8" = 1'-0"5 MAIN BUILDING EXTERIOR ELEVATION_WEST WALL 1/8" = 1'-0"3 MAIN BUILDING EXTERIOR ELEVATION_NORTH WALL1/8" = 1'-0"9 MAIN BUILDING EXTERIOR ELEVATION_NORTH WALL(SALLY PORT) 1/8" = 1'-0"11 KENNEL BUILDING EXTERIOR ELEVATION_SOUTH WALL 1/8" = 1'-0"7 KENNEL BUILDING EXTERIOR ELEVATION_EAST WALL 1/8" = 1'-0"4 ENTRY EXTERIOR ELEVATION_SOUTH WALL GENERAL SECTION NOTES INDICATES 1/4" PER FOOT SLOPE TO DRAIN AT ROOF OR FINISHED GRADE SLOPED PER CIVIL DRAWINGS 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 4. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 5. ALL ROOF SLOPES SHALL BE 1/4" PER FOOT U.N.O. 6. REFER TO SHEETS A7.70 AND A7.71 FOR TYPICAL ROOF DETAILS. SECTION GRAPHICS LEGEND 2 A7.01 A M QBKNPIHOFEA7.53 2 FIN FLOOR 0" FIN CLG 9'-0" WORK / MEDICAL AREA 133 A7.50 2 Sim TRAINING ROOM 108 TRAINING ROOM 107 MENS RESTROOM 106 COPY/ WORK ROOM 103 LOBBY 102 CATS 142 ADOPTION ROOM 141 DRY STOR. 139 IT ROOM 137 135 134 A7.51 3 Sim 1" 1'-0" 3 A7.01 1 A7.01 81 16 14 2 A7.53 11 13 FIN FLOOR 0" B.O. CANOPY 7'-4" FIN FLOOR 0" A7.50 3 Sim CATS 142 CORRIDOR 116 ADOPTION ROOM 117 KENNEL 1 145 KENNEL 3 147 KENNEL 5 149 CORRIDOR 152 QUARANTINE 1 153 152A SF-10 2 A7.01 FIN FLOOR 0" D LGJ 1" 1'-0" 2" 1'-0" 1" 1'-0" 2" 1'-0" KENNEL 5 149 CORRIDOR 144KENNEL 6 150 WDW HEAD 11'-0" A7.52 1 OH A7.52 1 OH SF-11 11'-1"11'-1" HM-02 HM-02 M QO FIN FLOOR 0" B.O. CANOPY 7'-4" A7.50 1 Sim 156127B SALLY PORT 127 1 A7.01 4 A7.01 5 9 14613 FIN FLOOR 0" B.O. CANOPY 7'-4" T.O. WALL 15'-0" 1 1/2" 1'-0"1" 1'-0" SALLY PORT 127 126 121 138 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 1:44:39 PMA7.01 BUILDING SECTIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/16" = 1'-0"1 BUILDING SECTION NORTH SOUTH 3/16" = 1'-0"2 BUILDING SECTION EAST WEST 3/16" = 1'-0"3 BUILDING SECTION KENNEL NORTH/SOUTH3/16" = 1'-0"4 BUILDING SECTION SALLY PORT NORTH/SOUTH 3/16" = 1'-0"5 BUILDING SECTION SALLY PORT EAST/WEST №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING GENERAL SECTION NOTES INDICATES 1/4" PER FOOT SLOPE TO DRAIN AT ROOF OR FINISHED GRADE SLOPED PER CIVIL DRAWINGS 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 4. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 5. ALL ROOF SLOPES SHALL BE 1/4" PER FOOT U.N.O. 6. REFER TO SHEETS A7.70 AND A7.71 FOR TYPICAL ROOF DETAILS. SECTION GRAPHICS LEGEND INTERIOR FACE OF ALL EXTERIOR WALLS SHALL RECEIVE 5/8 GYPSUM BOARD T.O. OPEN 10'-0" FIN FLOOR 0" SO127 SALLY PORT 127 A7.70 3 QP A7.70 5 OH STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. SCHEDULED OVERHEAD COILING DOOR A0.35 15 LV-2 11 A0.45 13 A0.45 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. GRADE BEAM, REF. STRUCTURALVAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL T.O. OPEN 14'-6" PEMB STRUCTURE T.O. OPENING B.O. OPENING 12'-6" FIN FLOOR 0" WDW SILL 7'-0" WDW HEAD 9'-0" WORK / MEDICAL AREA 133 A7.70 6 QP A7.70 5 OH STRUCTURAL SLAB, REF. STRUCTURAL GRADE BEAM, REF. STRUCTURAL VAPOR RETARDER CONCRETE PAVEMENT, RE: CIVIL EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM INTERMEDIATE GIRT FOR WING WALL SUPPORT WELDED CLIP, RE: PEMB MANUFACTURER INSULATED METAL PANEL WALL SYSTEM ON PEMB STRUCT. 5/8' GYPSUM WALL BOARD BASE AS SCHEDULED FIN FLOOR 0" FIN CLG 9'-0" 13 A0.45 11 A0.45 LV-1 5 A0.45 6 A0.45 SF-11 B.O. OPENING 10'-0" WIN WIN FIN FLOOR 12'-0" T.O. OPENING INSULATED STANDING SEAM METAL PANEL ROOF SYSTEM 1 1/2" 1'-0" T.O. WALL 13'-4 183/256" DRY STOR. 139 14 HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCT. A7.70 6 Sim A7.70 8 OH 13 FIN FLOOR 0" WELDED CLIP, REF, PEMB MANUFACTURER 8" CEE STUD COLUMN @ WING WALL END INTERMEDIATE GIRT FOR WING WALL SUPPORT INTERMEDIATE GIRT FOR WING WALL SUPPORT BREAK METAL PANEL STRAP AS NECESSARY PANEL CLIP ATTACHED @ ROOF PURLIN STANDARD GUTTER CONTINUOUS GIRT WELDED CLIP, REF, PEMB MANUFACTURER METAL STUD RUNNER BOTTOM PLATE VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL CONCRETE PAVEMENT, RE: CIVIL INSULATED STANDING SEAM METAL PANEL ROOF SYSTEM LOBBY 102 A7.71 2 14 6 A7.71 1 A0.35 SF-06 SF-01 FIN FLOOR 0" T.O. OPEN 9'-2" WDW SILL 11'-0" B.O. CANOPY 9'-7" VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL PEMB STRUCTURE 6" WIDE ALUMINUM SOFFIT OVER PEMB A7.71 1 CONCRETE PAVEMENT, RE: CIVIL 1'-0 143/256"8'-4"1'-10"SOFFIT VENT WIN THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 1:26:08 PMA7.50 WALL SECTIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/4" = 1'-0"1 WALL SECTION3/4" = 1'-0"2 WALL SECTION3/4" = 1'-0"3 WALL SECTION3/4" = 1'-0"4 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING INSULATED STANDING SEAM METAL PANEL ROOF SYSTEM FIN FLOOR 0" TRAINING ROOM 108 16 16 A0.45 FIN CLG 9'-0" A7.70 8 OH WDW HEAD 7'-0" B.O. CANOPY 7'-4" HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON VERTICAL HAT CHANNELS ON PEMB STRUCT. PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT BEYOND 5 A0.45 SF-08 PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT BEYOND VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL WIN 1'-0" CORRIDOR 110 A B EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. SCHEDULED OPENING STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM A7.70 5 OH FIN FLOOR 0" WDW HEAD 7'-2" FIN CLG 9'-0" A0.35 7 Sim 110A A0.35 5 Sim VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL CONCRETE PAVEMENT, RE: CIVIL HIGH LOAD ROLL FORMED CANOPY B.O. SOFFIT 7'-4" INSULATED METAL PANEL WALL SYSTEM ON PEMB STRUCT. STOREFRONT SYSTEM 1 1/2" 1'-0" FIN FLOOR 0" T.O. WALL 11'-3 31/32" 10 11 VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURALA7.70 1 Sim A7.70 8 OH 5 A0.45 6 A0.45 FIN CLG 9'-0" SF-09 STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM PURLIN EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. INTERIOR FACE OF ALL EXTERIOR WALLS SHALL RECEIVE 5/8 GYPSUM BOARD ANIMAL CONTROL SUPERVISOR T.O. OPEN 13'-0" FIN FLOOR 0" 16 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING OVER HORIZONTAL HAT CHANNELS OVER INSULATED METAL PANEL SYSTEM W/ INTEGRATED ATTACHMENTS OVER PEMB STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM FIN CLG 9'-0" A7.70 1 Sim VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 1:18:37 PMA7.51 WALL SECTIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/4" = 1'-0"1 WALL SECTION3/4" = 1'-0"3 WALL SECTION3/4" = 1'-0"4 WALL SECTION 3/4" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING FIN FLOOR 0" B.O. CANOPY 7'-3" WDW HEAD 11'-0" 2" 1'-0" D G A7.70 7 Sim A7.70 2 Sim PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM STANDING SEAM METAL ROOF PANEL SYSTEM KENNEL 4 146 OUTDOOR KENNEL AREA T.O. WALL 7'-4" FIN FLOOR 0" KENNEL TRENCH DRAIN SYSTEM WITH STAINLESS STEEL COVER PLATE BEYOND VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL DOUBLE SWING KENNEL DOOR WITH GUILOTINE OPENING BEYOND EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. FIN CLG 11'-0" PURLIN 1" 1'-0" PREFINISHED ALUMINUM DOWNSPOUT AND GUTTER BEYOND A7.70 9 OUTDOOR KENNEL CHAIN LINK FENCE OUTDOOR KENNEL LIGHT FIXTURE PURLIN T.O. OPEN 2'-10" B.O. OPENING 4" WIN 2'-6 3/4" 1 2 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM SCHEDULED CEILING SCHEDULED FLOOR FINISH A7.70 12 A7.71 3 Sim FIN FLOOR 0" FIN CLG 11'-0" T.O. WALL 8'-0" PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL GRADE BEAM. RE: STRUCTURE 8 1/8" THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 1:14:00 PMA7.52 WALL SECTIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/4" = 1'-0"1 WALL SECTION3/4" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING B.O. SOFFIT 17'-6 185/256" 15 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING OVER HORIZONTAL HAT CHANNELS OVER INSULATED METAL PANEL SYSTEM W/ INTEGRATED ATTACHMENTS OVER PEMB STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM FILE ROOM 104 INSULATED METAL PANEL SYSTEM METAL FASCIA TRIM FIN FLOOR 0" FIN CLG 9'-0" A7.70 6 Sim A7.71 3 Sim INTERIOR FACE OF ALL EXTERIOR WALLS SHALL RECEIVE 5/8 GYPSUM BOARD VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL 6" WIDE ALUMINUM SOFFIT OVER PEMB 4'-9" I H CATS 142 LOBBY 102 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM SCHEDULED CEILING A7.71 7 Sim FIN FLOOR 0" WDW HEAD 7'-10" FIN CLG 9'-0" WDW SILL 1'-6" HM-08 A7.71 3 Sim 4 A0.46 VAPOR RETARDER STRUCTURAL SLAB, REF. STRUCTURAL 2'-5 17/32" THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:45:09 PMA7.53 WALL SECTIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/4" = 1'-0"1 WALL SECTION3/4" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING ℄ GENERAL SECTION NOTES INDICATES 1/4" PER FOOT SLOPE TO DRAIN AT ROOF OR FINISHED GRADE SLOPED PER CIVIL DRAWINGS 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, INACCURACY OR CONFLICTING INFORMATION BEFORE EXECUTION OF WORK. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSION SHALL BE OBTAINED FROM DESIGN PROFESSIONALS VIA REQUEST FOR INFORMATION (RFI). 4. CONTRACTOR SHALL FIELD COORDINATE LOCATION, SIZE AND TYPE OF BLOCKING FOR INSTALLATION OF SIGNAGE, PLUMBING FIXTURES, MILLWORK, ETC. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T). 5. ALL ROOF SLOPES SHALL BE 1/4" PER FOOT U.N.O. 6. REFER TO SHEETS A7.70 AND A7.71 FOR TYPICAL ROOF DETAILS. SECTION GRAPHICS LEGEND CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT BASE ATTACHMENT SET IN CONTINUOUS BEAD OF SEALANT CONC. FASTENERS PANCAKE STITCH FASTENER SEALANT CONTINUOUS BASE ATTACHMENT BASE FLASHING RIVETS @ 12" O.C. BASE TRIM CLIP FASTENERS PANEL CLIP 6" METAL STUD 5/8" GYPSUM WALLBOARD, REF, FINISH PLAN 6" METAL STUD RUNNER BOTTOM PLATE CONTINUOUS BEAD OF SEALANT 2"INSULATED METAL WALL PANEL SYSTEM RAKE SUPPORT FASTENERS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT CONTINUOUS SEALANT SEALANT TAPE SELF DRILLING LAP SCREW W/BN-WASHER PANEL CLIP FLASHING SEALANT TAPE SELF DRILLING LAP SCREW FLUTE PLUG STRIP SET IN SEALANT EXPANDABLE FOAM INSULATION RAKE TRIM FASTENER W/BN WASHER ROOF RAKE ENCLOSURE PAINTED PEMB STRUCTURE FASTENERS PANEL CLIP GIRT 2" INSULATED METAL WALL PANEL PURLIN 4" INSULATED METAL ROOF PANEL CLIP SEALANT CFR PANEL CLIP @ EACH PANEL SIDELAP FASTENERS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT FASTENERS PANEL CLIP EAVE STRUT SEALANT TAPE @ SIDE JOINTS SEALANT TAPE SELF DRILLING LAP SCREW W/BN WASHER @ EACH HIGH MESA SPRAY FOAM INSULATION, U-0.079 MAX SELF DRILLING LAP SCREW FLASHING SEALANT TAPE FLUTE PLUG STRIP SET IN SEALANT SELF DRILLING LAP SCREW W/BN WASHER CUT-BACK 3" PANEL 1 7/8"GUTTER SUPPORT EAVE TRIM STANDARD GUTTER GYPSUM WALL BOARD 3 5/8" METAL RUNNER TOP PLATE 3 5/8" METAL STUD 3 5/8" METAL RUNNER BOTTOM PLATE GYPSUM WALL BOARD PAINTED PEMB STRUCTURE GIRT PANEL CLIP FASTENERS 6" METAL RUNNER TOP PLATE 6" METAL RUNNER TOP PLATE SEALANT TAPE ELASTOMERIC SEALANT ROOF PURLIN SELF DRILLING LAP SCREW W/BN WASHER W. SEALANT TAPE TRANSITION TRIM COUNTER FLASHING SELF DRILLING LAP SCREW 2" STANDING METAL SEAM ROOF DECKING TO MATCH WALL PANELS RIDGE CLOSURE PANEL CLIP PEMB HAT CHANNEL FASTENERS METAL STUD 5/8" GYPSUM WALLBOARD REF. FINISH PLAN PEMB SHADE STRUCTURE CLIP SEALANT 2" INSULATED METAL WALL PANEL PANEL CLIP GIRT FASTENERS 6" METAL STUD RUNNER TOP PLATE 6" METAL STUD J TRIM @ EXPOSED LOCATIONS GYPSUM WALL BOARD, RE: FINISH SCHEDULE FOR FINISH RE: SECTIONS GIRT 2" INSULATED METAL WALL PANEL PANEL CLIP GIRT FASTENERS 6" METAL STUD RUNNER TOP PLATE 6" METAL STUD GYPSUM WALL BOARD, RE: FINISH SCHEDULE FOR FINISH RE: SECTIONS GIRT 2" INSULATED METAL WALL PANEL 6" METAL STUD RUNNER BOTTOM PLATE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT BASE ATTACHMENT SET IN CONTINUOUS BEAD OF SEALANT CONC. FASTENERS PANCAKE STITCH FASTENER SEALANT BASE FLASHING RIVETS BASE TRIM CLIP FASTENERS PANEL CLIP 6" METAL STUD 5/8" GYPSUM WALLBOARD, REF. FINISH PLAN 6" METAL STUD RUNNER BOTTOM PLATE CONTINUOUS BEAD OF SEALANT WALL BASE, REF. FINISH PLAN CLIP SEALANT CFR PANEL CLIP @ EACH PANEL SIDELAP CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT PANEL CLIP EAVE STRUT SEALANT TAPE @ SIDE JOINTS SEALANT TAPE SELF DRILLING LAP SCREW W/BN WASHER @ EACH HIGH MESA SPRAY FOAM INSULATION, U-0.079 MAX SELF DRILLING LAP SCREW FLASHING SEALANT TAPE FLUTE PLUG STRIP SET IN SEALANT SELF DRILLING LAP SCREW W/BN WASHER CUT-BACK 3" PANEL GUTTER SUPPORT EAVE TRIM STANDARD GUTTER PEMB STRUCTURE BREAK METAL FASCIA HAT CHANNEL FURRING METAL PANEL SOFFIT QP OVERHEAD COILING DOOR AS SCHEDULED FIN FLOOR 0" SLAB ON GRADE RE: PLAN SIDEWALK OR PAVING RE: CIVIL GRADE BEAM RE: STRUCTURE EXPANSION JOINT MATERIAL QP CONTINUOUS BASE ATTACHMENT PANCAKE STITCH FASTNER 6" METAL STUD BASE ATTACHMENT SET IN CONTINUOUS BEAD OF SEALANT 5/8" GYPSUM WALLBOARD, RE: FINISH PLAN METAL STUD 6" METAL STUD RUNNER BOTTOM PLATE PANEL CLIP SEALANT BASE ATTACHMENT SET IN CONTINUOUS BEAD OF SEALANT CLIP FASTENERS BASE FLASHING CONTINOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT CONTINUOUS BEAD OF SEALANT FIN FLOOR 0" VAPOR RETARDER EXPANSION JOINT MATERIAL, RE: CIVIL CONCRETE SIDEWALK INSULATED METAL WALL PANEL SYSTEM G FIN FLOOR 0" DRILLED PIER. RE: STRUCTURE GRADE BEAM RE: STRUCTURE SLAB ON GRADE. RE: STRUCTURE PEMB STRUCTURAL COLUMN RE: STRUCTURE GRADE BEAM RE: STRUCTURE PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL SLOPE 10 5/8" 1'-9" 1 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. PARTITION TYPE M1: PERLITE FILLED CMU. TYP. AT EXTERIOR KENNEL WALL SPRAY FOAM INSULATION SEALANT AND BACKER ROD BOTH SIDES (TYP.) BREAK METAL CAP PANEL CLIP CLIP FASTERNER EXTERIOR HEAD TRIM SEALANT HEAD TRIM SEALANT THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:30:22 PMA7.70 WALL SECTION DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3" = 1'-0"1 WALL SECTION DETAIL 3" = 1'-0"5 WALL SECTION DETAIL3" = 1'-0"8 WALL SECTION DETAIL 3" = 1'-0"7 WALL SECTION DETAIL 3" = 1'-0"11 WALL SECTION DETAIL 3" = 1'-0"4 WALL SECTION DETAIL3" = 1'-0"10 WALL SECTION DETAIL 3" = 1'-0"2 ROOF GUTTER DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 1/2" = 1'-0"3 WSD - FD SALLY PORT OVERHEAD 1 1/2" = 1'-0"6 FOUNDATION DETAIL1" = 1'-0"9 FOUNDATION DETAIL 1 1/2" = 1'-0"12 WALL SECTION DETAIL ℄ ℄ ℄ ℄ PAINTED PEMB STRUCTURE SPRAY FOAM INSULATION, U-0.079 MAX 3 5/8" HORIZONTAL METAL STUD BRACING 5/8" GYPSUM WALL BOARD, REF. FINISH PLANS 3 5/8" METAL STUD RUNNER TOP PLATE 3 5/8" METAL STUD RUNNER TOP PLATE 3 5/8" METAL STUD RUNNER BOTTOM PLATE 3 5/8" METAL STUDS SPRAY FOAM INSULATION, U-0.079 MAXPURLIN 4" INSULATED STANDING SEAM METAL ROOF PANEL INSULATED METAL PANEL ROOF RIDGE SEAM METAL PANEL SOFFIT HAT CHANNEL FURRING BREAK METAL FACIA LIGHT GA. L-ANGLE RAKE SUPPORT RAKE TRIM RAKE CLOSURE J TRIM FOR METAL PANEL SOFFIT 3/4" SHEATHING BLOCKING AS REQUIRED ONE ROW OF FLAT LINEAR MTL. WIDE VENTED SOFFIT PANEL RAKE FASTENERS WITH SEALANT TAPE GIRT FLUTE PLUG STRIP SET IN SEALANT FLASHING SEALANT TAPE STACK JOINT TRIM RIVET @ 8" O.C. CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANCAKE STITCH SCREW BASE TRIM CLIP FASTENERS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANTPANEL CLIP 5/8"1/8"6" METAL STUD 3 5/8" METAL STUD RUNNER BOTTOM PLATE 6" METAL STUD RUNNER TOP PLATE 6" METAL STUD 5/8" GYPSUM WALLBOARD REF. FINISH PLAN 1/2" HAT CHANNEL AS REQ'D ENDLAP SUPPORT ANGLE ALUM. DOOR HEAD RE: DOOR SCHEDULE ALUM. DOOR RE: DOOR SCHEDULE DOOR JAMB TRIM BEYOND SEALANT AND BACKER ROD BOTH SIDES (TYP.) GWB DOOR OPENING BEYOND 4 1/2" DEEP GLAZED ALUM. STOREFRONT SYSTEM SEALANT AND BACKER ROD BOTH SIDES (TYP.) SHIM AS REQD. GWB CORNER WALL BEAD 3 5/8" METAL STUD RUNNER TOP PLATE 3 5/8" METAL STUD SPRAY FOAM INSULATION, U-0.079 MAX 5/8" GYPSUM WALL BOARD, REF. FINISH PLAN 3 5/8" METAL STUD RUNNER BOTTOM PLATE GWB CORNER WALL BEAD 3 5/8" HORIZONTAL METAL STUD BRACING 3 5/8" METAL STUD RUNNER FOR HORIZONTAL BRACING MEMBERS SHIM AS REQUIRED CANOPY BEAM & CONNECTION PL BY CANOPY ENGINEER BACKER ROD & SEALANT ALL 4 SIDES EXTERIOR HEAD TRIM MFR. FOR MINIMUM PANEL BEARING SURFACE REF. 3" OVERLAP CLIP SEALANT PANEL CLIP @ EACH PANEL SIDELAP CONTINUOUS BUTYL TAPE SEALANT FASTENERS ROOF PURLINS SEALANT TAPE SELF DRILLING SCREW W/ BONDED WASHER @ EACH BACKUP PLATE SEALANT TAPE PANEL W/ NOTCHED & SWEDGED EXTERIOR SKIN FACTORY INSTALLED BACK-UP PLATE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT FASTENERS ENDLAP SUPPORT ACT SUSPENSION WIRE (AS NECESSARY) 1"1"CONTINUOUS SEALANT ENDLAP SUPPORT ANGLE CONTINUOUS BUTYL TAPE SEALANT ENDLAP SUPPORT STRUCTURAL (SHOWN AS ROOF SUPPORT STRUCTURAL WITH SUPPORT ANGLE) CUT-BACK 3" PANEL 1 7/8" SEALANT TAPE @ SIDE JOINTS SEALANT TAPE SELF DRILLING LAP SCREW W/BN WASHER @ EACH HIGH MESA EXPANDABLE FOAM INSULATION EAVE TRIM SELF DRILLING LAP SCREW FLASHING SEALANT TAPE FLUTE PLUG STRIP SET IN SEALANT CLIP SEALANT CFR PANEL CLIP @ EACH PANEL SIDELAP FASTENERS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT FASTENERS PANEL CLIP EAVE STRUT GYPSUM WALL BOARD, REF. FINISH PLANS 3 5/8" METAL RUNNER TOP PLATE 3 5/8" METAL STUD 3 5/8" METAL RUNNER BOTTOM PLATE 1/2" HAT CHANNEL FURRING @ 16 O.C.. PAINTED PEMB STRUCTURE GIRT PANEL CLIP FASTENERS 6" METAL RUNNER TOP PLATE 6" METAL RUNNER TOP PLATE 3 1/2" FLANGE MIN. CURB SUPPORT ROOF CURB SUPPORT CHANNEL IF CURB IS SUPPLIED WITH UP-LIFT PLATES, ATTACH TO ROOF CURB SUPPORT CHANNEL WITH FASTENERS RECOMMENDED BY MANUFACTURER INSULATED .080 ALUMINUM CURB SEALANT @ PERIMETER PAN HEAD THROUGH PANEL FASTENER ROOF PANEL PANEL FLIP WITH CLIP FASTENERS TRIPLE BEAD TAPE SEALANT (CONTINUOUS) FASTENER W/ WASHER @ 3" O.C. WOOD NAILER CAN'T STRIP INSULATION VINYL WEATHER STRIP PANEL CLIP PEMB HAT CHANNEL FASTENERS 6" METAL STUD 1/2" HAT CHANNEL FURRING @ 16 O.C. AS REQUIRED 2" INSULATED METAL WALL PANEL 5/8" GYPSUM WALLBOARD INSULATED PANEL INSULATED PANELROUND PENETRATIONCONTINUOUS BEAD OF LAP SEALANT BONDING ADHESIVE 12" FORM FLASH MEMBRANE SEALANT EPDM MEMBRANE CONTINUOUS BEAD OF LAP SEALANT PRE-MOLDED PIPE FLASHING FIELD FABRICATED METAL HOOD (REQ'D) LAP SEALANT OR HIGH GRADE SEALANT CONTINUOUS BEAD OF LAP SEALANT STAINLESS STEEL CLAMPING RING (76 mm) 2 63/64" (76 mm) 3 1/64" FASTENER W/OUT WASHER @ EACH BACK-UP PLATE CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT SEALANT TAPE SPRAY FOAM INSULATION, U-0.079 MAX BACK-UP PLATE FACTORY INSTALLED @ EACH HIGH MESA CLOSURE TRIM SEALANT TAPE PEMB HAT CHANNEL FASTENERS SEALANT CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT PANEL CLIP EAVE STRUT 1/4" HWH FASTENERS PANEL CLIP @ EACH PANEL SIDELAP CLIP SEALANT RIDGE CLOSURE SEALANT TAPE SELF DRILLING LAP SCREW W/BN WASHER TRANSITION TRIM RIVET BASE TRIM 6" METAL STUD 5/8" GYPSUM WALLBOARD, U.N.O. ACT SUSPENSION WIRE (AS NECESSARY) PEMB STRUCTURE SPRAY FOAM INSULATION AS REQUIRED FIBER GLASS SOUND BATTS AS REQUIRED 5/8" GYPSUM WALLBOARD AS REQUIRED 1" +/- 18" MAXIMUM 6" MINIMUM ROOF PURLINS CONTINUOUS SEALANT WITH MARRIAGE BEAD TO PANEL JOINT SEALANT FASTENERS PANEL CLIP @ EACH PANEL SIDELAP CLIP SEALANT RIDGE CLOSURE SEALANT TAPE EXPANDABLE FOAM INSULATION, U-0.035 MAX @ ROOF EXTERIOR RIDGE TRIM BACK-UP PLATE FACTORY INSTALLED FASTENER W/OUT WASHER @ EACH BACK-UP PLATE, 4" O.C. INTERIOR RIDGE TRIM SEALANT TAPE SELF DRILLING LAP SCREW W/BN WASHER SEALANT TAPE REF. MFR. FOR MINIMUM PANEL BEARING SURFACE ROOF PURLIN FASTENERS PANEL CLIP @ EACH PANEL SIDECLAP CLIP SEALANT ACT SUSPENSION WIRE (AS NECESSARY) 14 INSULATION, WHERE OCCURS METAL STUD WALL ALUMINUM STOREFRONT; RE: SPECS LINE OF JAMB BEYOND WALL SUBSTRATE; RE: DIM PLAN, PARTITION SCHEDULE BACKER ROD AND SEALANT BOTH SIDES, TYP. INSULATED STANDING SEAM METAL PANEL ROOF SYSTEM 6" WIDE ALUMINUM SOFFIT OVER PEMB SELF DRILLING LAP SCREW W/BN-WASHER 4" INSULATED METAL ROOF PANEL SEALANT TAPE PURLIN PANEL CLIP FASTERNERS FLASHING SEALANT TAPE SELF DRILLING LAP SCREW CONTINUOUS SEALANT WITH MARRIAGE BEAD TO VERTICAL PANEL JOINT SEALANT SOFFIT VENT EXPANDABLE FOAM INSULATION SMOOTH INSULATED METAL PANEL SYSTEM INSTALLED VERTICALLY IMP-03 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:25:01 PMA7.71 WALL SECTION DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1 1/2" = 1'-0"3 WALL SECTION DETAIL 3" = 1'-0"9 WALL SECTION DEAIL 3" = 1'-0"6 WALL SECTION DETAIL3" = 1'-0"10 WALL SECTION DETAIL 3" = 1'-0"15 WALL SECTION DETAIL 3" = 1'-0"13 WALL SECTION DETAIL 3" = 1'-0"4 TYP. CURB DETAIL 3" = 1'-0"5 WALL SECTION DETAIL 3" = 1'-0"12 TYP. ROOF PENETRATION PIPE BOOT DETAIL 3" = 1'-0"7 WALL SECTION DETAIL 3" = 1'-0"11 TYP. RIDGE DETAIL 3" = 1'-0"14 TYP. INTERMEDIATE ATTACHMENT DETAIL №. DATE DESCRIPTION 1 1/2" = 1'-0"1 WALL SECTI ON DETAIL 1 1/2" = 1'-0"2 WDS - HD FRONT ENTRY OVERHANG TRIM OPEN TO BEYOND FIN CLG 9'-0" HM-08 CORRIDOR 116 LOBBY 102 CORRIDOR 116 CUSTOM GRAPHIC ON MB01 WITH TRUMOUNT PROVIDED BY CONTRACTOR, WRAPS CORNER EQ LENGTH PT01 PT01 RB01 RB015'-6"15'-0"116 PT01 RB01 OPEN TO BEYOND FIN CLG 9'-0" FIN FLOOR 0" 29 HM-01 101LOBBY 102 CORRIDOR 116 CORRIDOR 116 CUSTOM GRAPHIC ON MB01 WITH TRUMOUNT PROVIDED BY CONTRACTOR, WRAPS CORNER EQ LENGTH PT01 PT01 RB01 RB01 MB02 5'-6"15' - 0"11' - 6"10' - 6"10'-6"106107108 9'-0"103 RB01 RB01 PT01 PT01 WT01 111112113114115 PT01 PT01 RB01 RB01 ?? PT01 PT01 RB01 RB01 FIN FLOOR 9'-0" 105 RB01 PT01 9'-0"FIN FLOOR 0" 107 108 RB01 RB01 PT01 PT01 1 1-1/2" PLYWOOD DESK SUPPORT AT 48" O.C., PLAM (PL2) ALL EXPOSED SURFACES 2 SCHEDULED PRE-FINISHED DOUBLE TIER LOCKER SYSTEM, (15"W x18"D x 36" H) REF: SPEC. 3 PEDESTAL BENCH, REF: SPEC. 4 UTILITY SINK, REF: PLUMBING. 5 FULL SIZE REFRIGERATOR, REF: SPECS. 6 MEDIUM SIZE REFRIGERATOR, REF: SPECS. 7 UNDER COUNTER ICE MACHINE, REF: SPECS. 8 UNDER COUNTER SAFE, REF: SPECS. 9 ELECTRIC RANGE AND RANGE HOOD, REF: SPECS. 10 DISHWASHER, REF: SPECS. 11 COMMERCIAL WASHER/DRYER 12 80" WALL MOUNTED TV, CFCI. 13 STAINLESS STEEL ANIMAL KENNEL FRONT PANEL SYSTEM WITH GATE AND FEEDER SYSTEM, REF: SPECS. 14 KENNEL FEEDER SYSTEM, 1-QUART DOUBLE BOWL, TYP. AT ALL INTERIOR KENNELS REF: SPECS. 15 SCHEDULED SINK, REF: SPECS. 16 HOSE REEL. REF PLUMBING, REF: SPECS. 17 SCHEDULED SINK, REF: SPECS. 18 STAINLESS STEEL COUNTER WITH SINK, REF: SPECS. 19 ZURN - WASTE FLUSH UNIT, REF: PLUMBING 20 MOP SINK, REF: PLUMBING 21 STAINLESS STEEL ANIMAL KENNEL SIDE PANEL, TYP. AT ALL INTERIOR KENNEL SIDE PANEL REF: SPECS. 22 STAINLESS STEEL ANIMAL KENNEL TOP PANEL, TYP. AT ALL INTERIOR KENNEL TOP PANEL REF: SPECS. 23 TRENCH DRAIN EQUIPED WITH CHEMICAL FLUSHING SYSTEM REF: SPECS. 24 GUILLOTINE DOOR SYSTEM WITH DOUBLE DOOR, REF: SPECS. 25 CHAIN LINK FENCE AT EXTERIOR KENNEL SIDE PANEL, TYP. AT ALL EXTERIOR KENNEL SIDE PANEL REF: SPECS. 26 CHAIN LINK FENCE FRONT PANEL SYSTEM AT EXTERIOR KENNELS, REF: SPECS. 27 CHAIN LINK FENCE TOP PANEL, TYP. AT ALL EXTERIOR KENNEL TOP PANEL REF: SPECS. FILE CABINETS,REF: SPECS.28 FIRE EXTINGUISHER CABINET,REF: SPECS.29 STAINLESS STEEL COUNTER, REF: SPECS.30 DOUBLE COMPARTMENT SINK WITH STAINLESS STEEL COUNTER, REF: SPECS. 31 MANUALLY OPERATED ROLLING SHADE REF: SPECS.32 6' DRY ERASER MARKERBOARD / 2' TACKBOARD 33 CLASSIC FLAT TOP SURGERY TABLE AUTOCLAVE. REF. SPEC. MOVABLE SURGERY LIGHT. REF. SPEC. DOUBLE CEILING MOUNT LIGHT. REF. SPECS ZURN - WASTE FLUSH UNIT, REF. PLUMBING E-101 E-102 E-103 E-104 E-105 6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICAL E-106 STAINLESS STEEL TABLE E-108 FOLD UP EXAM TABLE REF. SPECS E-109 ECONOMY DOUBLE DOOR NARCOTIC CABINET (11"W x 4"D X 15"H). REF. SPECS E-110 INTERNAL DISPOSABLE CONTAINERS FOR SHARPS DISPOSAL E-111 ADA COMPLIANT GROOMING TUB. REF. SPECS. E-112 LARGE COMMERCIAL CHEST FREEZER - REF. SPECS E-113 CUSTOM MOVABLE POWDER COATED DOUBLE AND TRIPLE STACKED W/ GLASS BACK - REF. SPECS E-114 ONE DOUBLE TIER 18 GA STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 SST WALL MOUNTED SHELFE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 TA1 Bobrick B-5806 SERIES , STRAIGHT GRAB BAR 36" TA2 TA4 B-290 2436 WELDED FRAME MIRROR TA5 Bobrick B-221 CLASSIC SERIES SURFACE MOUNTED SEAT COVER DISPENSER TA-6 TA-8 Bobrick B-4288 CCONTURA SERIES DURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSSER Bobrick B-5806 SERIES, STRAIGHT GRAB BAR 42" Bobrick B-3942 CLASSIC SERIES SEMI-RECESSED CONVERTIBLE COMBINATION TOWEL AND WASTE UNIT. TA3 Bobrick B-6727 ROBE HOOK TA-7 24"X60" FULL-LENGHT MIRROR, WALL MOUNTED TA-9 Bobrick B-2112 CLASSIC SERIES SURFACE MOUNTED SOAP DISPENSER TA-15 TWO-WALL SHOWER GRAB BAR TA-16 REVERSIBLE FOLDING SHOWER SEAT THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:14:17 PMA8.01 INTERIOR ELEVATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/4" = 1'-0"5 LOBBY 102 - SOUTH 1/4" = 1'-0"3 LOBBY 102 - WEST 1/4" = 1'-0"1 LOBBY 102 - NORTH 1/4" = 1'-0"6 CORRIDOR 110 - EAST 1/4" = 1'-0"7 CORRIDOR 109 - WEST 1/4" = 1'-0"8 TRAINING ROOM 108 - EAST 1/4" = 1'-0"2 TRAINING ROOM 108 - SOUTH 1/4" = 1'-0"4 TRAINING ROOM 108 - WEST INTERIOR ELEVATION KEY NOTES EQUIPMENT LIST KEY NOTES ACCESSORY LEGEND №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 9'-0"TB01 PT03 9'-0"TA-6 TA-7 TA-4 TB01 PT03 FIN FLOOR 0"9'-0"TA-14 TA-14 TA-1 TA-1 TA-2 TA-6 TA-7 TA-4 TB01 WT01WT01 WT02 3'-9" EQEQ CS01 PL01 9'-0"FIN FLOOR 0" 106TA-2 TA-1 TB01 PT03PT03 FIN FLOOR 0" 114 TA-1 TA-2 TB01 9'-0"PT03 FIN FLOOR 0"9'-0"TB01 PT03 9'-0"TA-1 TA-1 TA-14 TA-14 TA-2 TA-6 TA-7 TA-4 WT01 WT02 3'-9" EQ EQ PL01 CS01 FIN FLOOR 0"9'-0"TA-4 TA-7 TA-6 TB01 PT03 FIN FLOOR 0" 127B E-117 E-117 E-117 E-117 E-108 E-108 156 6'-0"FIN FLOOR 0" E-117 E-108 13 14 13 14 13 14 127A SO127 FIN FLOOR 0" FIN FLOOR 0" 129 128 E-117 E-117 E-117 E-117 29 FIN FLOOR 0" 123 TA-14 WT01WT01 TA-1 TA-2 TA-6 TA-7 TA-4 TB01 9'-0"PT03 FIN FLOOR 0"9'-0"TA-4 TA-6 TA-7 TB01 PT03 FIN FLOOR 0"9'-0"PT03PT03 TB01 FIN FLOOR 0"9'-0"TA-2 TA-1 PT03 TB01 OPEN TO BEYOND THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:13:21 PMA8.02 INTERIOR ELEVATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1/4" = 1'-0"1 MEN RESTROOM 106 - NORTH 1/4" = 1'-0"2 MEN RESTROOM 106 - EAST 1/4" = 1'-0"3 MEN RESTROOM 106 - SOUTH 1/4" = 1'-0"4 MEN RESTROOM 106 - WEST 1/4" = 1'-0"6 WOMEN RESTROOM 114 -EAST 1/4" = 1'-0"5 WOMEN RESTROOM 114 - NORTH 1/4" = 1'-0"7 WOMEN RESTROOM 114 - SOUTH 1/4" = 1'-0"8 WOMEN RESTROOM 114 - WEST 1/4" = 1'-0"14 SALLY PORT 127 - EAST WALL 1/4" = 1'-0"13 SALLY PORT 133 - NORTH WALL 1/4" = 1'-0"15 SALLY PORT 127 - SOUTH 1/4" = 1'-0"16 SALLY PORT 127 - WEST 1/4" = 1'-0"10 MENS RESTROOM 121 -EAST 1/4" = 1'-0"9 MENS RESTROOM 121 - NORTH 1/4" = 1'-0"12 MENS RESTROOM 121 - WEST 1/4" = 1'-0"11 MENS RESTROOM 121 - SOUTH №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING FIN FLOOR 0" E-117 16 16 EPB01 PT01 E-114 E-114 E-114 E-121 6'-0"PT01PT01 EPB01 EPB01 FIN FLOOR 0" 140 E-120 6'-0"PT01 EPB01 E-120E-120 6'-0"EPB01 PT01 EPB01 PT01 2'-9 1/2" 4" SS01 PL02 PT01 EPB01 PT21 PT21 PT20 PT20 PT20 PT19 PT19 E-114E-114 E-114E-114 FIN FLOOR 0" E-116 E-116 20 301L 36 1236 302 L 36 12 2'-10" 2'-0" 3'-0" 16 5'-11 1/4"SST EPB01 PT01 EPB01 PT01 7'-4"PT17 PT17 PT16 PT16 PT16 PT15 PT15 PT14 PT14 PT14 PT18 PT18 PT18 SF-12 SF-11 SF-11 SF-11 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 16161616 151B18 19 PT03 PT03 PT03 PT03 EPB01 PT03 PT07PT09PT11PT13PT13 PT03 PT13 PT03 PT13 PT03 8'-0"SF-12SF-11SF-11SF-11 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 13 14 152B 19 20 PT03 PT03 PT03 PT03PT03 PT06 PT08 PT10 PT12PT12PT12PT12 PT03 PT03 PT03 EPB01 E-121 E-114 E-114 16 PT01 EPB01 1 1-1/2" PLYWOOD DESK SUPPORT AT 48" O.C., PLAM (PL2) ALL EXPOSED SURFACES 2 SCHEDULED PRE-FINISHED DOUBLE TIER LOCKER SYSTEM, (15"W x18"D x 36" H) REF: SPEC. 3 PEDESTAL BENCH, REF: SPEC. 4 UTILITY SINK, REF: PLUMBING. 5 FULL SIZE REFRIGERATOR, REF: SPECS. 6 MEDIUM SIZE REFRIGERATOR, REF: SPECS. 7 UNDER COUNTER ICE MACHINE, REF: SPECS. 8 UNDER COUNTER SAFE, REF: SPECS. 9 ELECTRIC RANGE AND RANGE HOOD, REF: SPECS. 10 DISHWASHER, REF: SPECS. 11 COMMERCIAL WASHER/DRYER 12 80" WALL MOUNTED TV, CFCI. 13 STAINLESS STEEL ANIMAL KENNEL FRONT PANEL SYSTEM WITH GATE AND FEEDER SYSTEM, REF: SPECS. 14 KENNEL FEEDER SYSTEM, 1-QUART DOUBLE BOWL, TYP. AT ALL INTERIOR KENNELS REF: SPECS. 15 SCHEDULED SINK, REF: SPECS. 16 HOSE REEL. REF PLUMBING, REF: SPECS. 17 SCHEDULED SINK, REF: SPECS. 18 STAINLESS STEEL COUNTER WITH SINK, REF: SPECS. 19 ZURN - WASTE FLUSH UNIT, REF: PLUMBING 20 MOP SINK, REF: PLUMBING 21 STAINLESS STEEL ANIMAL KENNEL SIDE PANEL, TYP. AT ALL INTERIOR KENNEL SIDE PANEL REF: SPECS. 22 STAINLESS STEEL ANIMAL KENNEL TOP PANEL, TYP. AT ALL INTERIOR KENNEL TOP PANEL REF: SPECS. 23 TRENCH DRAIN EQUIPED WITH CHEMICAL FLUSHING SYSTEM REF: SPECS. 24 GUILLOTINE DOOR SYSTEM WITH DOUBLE DOOR, REF: SPECS. 25 CHAIN LINK FENCE AT EXTERIOR KENNEL SIDE PANEL, TYP. AT ALL EXTERIOR KENNEL SIDE PANEL REF: SPECS. 26 CHAIN LINK FENCE FRONT PANEL SYSTEM AT EXTERIOR KENNELS, REF: SPECS. 27 CHAIN LINK FENCE TOP PANEL, TYP. AT ALL EXTERIOR KENNEL TOP PANEL REF: SPECS. FILE CABINETS,REF: SPECS.28 FIRE EXTINGUISHER CABINET,REF: SPECS.29 STAINLESS STEEL COUNTER, REF: SPECS.30 DOUBLE COMPARTMENT SINK WITH STAINLESS STEEL COUNTER, REF: SPECS. 31 MANUALLY OPERATED ROLLING SHADE REF: SPECS.32 6' DRY ERASER MARKERBOARD / 2' TACKBOARD 33 CLASSIC FLAT TOP SURGERY TABLE AUTOCLAVE. REF. SPEC. MOVABLE SURGERY LIGHT. REF. SPEC. DOUBLE CEILING MOUNT LIGHT. REF. SPECS ZURN - WASTE FLUSH UNIT, REF. PLUMBING E-101 E-102 E-103 E-104 E-105 6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICAL E-106 STAINLESS STEEL TABLE E-108 FOLD UP EXAM TABLE REF. SPECS E-109 ECONOMY DOUBLE DOOR NARCOTIC CABINET (11"W x 4"D X 15"H). REF. SPECS E-110 INTERNAL DISPOSABLE CONTAINERS FOR SHARPS DISPOSAL E-111 ADA COMPLIANT GROOMING TUB. REF. SPECS. E-112 LARGE COMMERCIAL CHEST FREEZER - REF. SPECS E-113 CUSTOM MOVABLE POWDER COATED DOUBLE AND TRIPLE STACKED W/ GLASS BACK - REF. SPECS E-114 ONE DOUBLE TIER 18 GA STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 SST WALL MOUNTED SHELFE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:12:27 PMA8.03 INTERIOR ELEVATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/8" = 1'-0"9 DRY STORAGE 139 - NORTH 3/8" = 1'-0"3 DRY STORAGE 139 - EAST 3/8" = 1'-0"13 DRY STORAGE 139 - WEST 3/8" = 1'-0"4 DRY STORAGE 139 - SOUTH 3/8" = 1'-0"15 CATS 142 - SOUTH 3/8" = 1'-0"10 CATS 142 - EAST 3/8" = 1'-0"14 RABIES QUARANTINE 118 - SOUTH 3/8" = 1'-0"5 CATS 142 - NORTH 1/4" = 1'-0"2 INTERIOR ELEVATION - NORTH DOG KENNEL 1/4" = 1'-0"1 INT-ELEV- SOUTH KENNEL 3/8" = 1'-0"18 LAUNDRY ROOM 120 - SOUTH INTERIOR ELEVATION KEY NOTES EQUIPMENT LIST KEY NOTES №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 43 302 L 36 1243 302 L 36 1244 302 L 36 12 42 222 L 32 2444 222 L 32 24 44 SK3'-0"1'-10"4"2'-10"REFRIGERATOR REF. SPECS 131B PT01 EPB01 SF-11 FIN FLOOR 0" E-103 E-102 30 E-102 PT01 EPB01FIN FLOOR 0" 135 134 PT01 EPB01 E-107 NOTE:6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY. TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-104 DOUBLE SURGERY LIGHT 133 PT01 EPB01 E-114 PT01 EPB01 REFRIGERATOR REF. SPECS FIN FLOOR 0" E-114 PT01PT01 FIN FLOOR 0" E-114 134 PT01 EPB01 42 222 L 32 24 42 222 L 32 24 42 222 L 32 24 E-110 4"2'-10"PT01 SST E-110 E-109 PT01 EPB01 FIN FLOOR 0" E-114 PT01PT01 135 PT01 EPB01 FIN FLOOR 0"5'-0" 3'-0" 36 302 L 24 30 42 302 L 36 12 36 302 L 24 30 42 302 L 36 12 36 302 L 36 12 21 211 L 34 24 42 222 L 32 24 36 222 L 32 24 REFRIGERATOR REF. SPECS UNDER COUNTER ICE MAKER . O.F.C.I 9 ALIGN PL-1SS01 HOOD VENT O.F.C.I 5'-0" 3'-0" 36 302 L 36 1242 302 L 36 1236 302 L 36 12 36 222 L 32 24 36 222 L 32 24 23 211L 32 24 23 301L 36 12 42 SK 34 FIN FLOOR 0" 42 222 L 32 2442 222 L 32 24 FILE CABINETS OFOI 3'-0"1'-6"4"2'-10"FIN FLOOR 0" 42 302 L 36 12 42 302 L 36 12 PT01PT01PT01 PL03 RB01 104 PT01 RB01 FILE CABINETS OFOI 103 45 222 L 32 24 43 222 L 32 24 FIN FLOOR 0"4"2'-10"PT01PT01 RB01 PL03 30 222 L 32 24 PT01 30 222 L 32 24 4"2'-10"RB01 PL03 2"1' - 3"1' - 3"4"2"2'-3"PLASTIC LAMINATE END PANEL, PL01 PT01 HM-01 101 ALIGN2'-5" 4" RB01 PT01 CLASSIC FLAT TOP SURGERY TABLE AUTOCLAVE. REF. SPEC. MOVABLE SURGERY LIGHT. REF. SPEC. DOUBLE CEILING MOUNT LIGHT. REF. SPECS ZURN - WASTE FLUSH UNIT, REF. PLUMBING E-101 E-102 E-103 E-104 E-105 6' ASSEMBLY STAINLESS STEEL CAGES ASSEMBLY TOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICAL E-106 STAINLESS STEEL TABLE E-108 FOLD UP EXAM TABLE REF. SPECS E-109 ECONOMY DOUBLE DOOR NARCOTIC CABINET (11"W x 4"D X 15"H). REF. SPECS E-110 INTERNAL DISPOSABLE CONTAINERS FOR SHARPS DISPOSAL E-111 ADA COMPLIANT GROOMING TUB. REF. SPECS. E-112 LARGE COMMERCIAL CHEST FREEZER - REF. SPECS E-113 CUSTOM MOVABLE POWDER COATED DOUBLE AND TRIPLE STACKED W/ GLASS BACK - REF. SPECS E-114 ONE DOUBLE TIER 18 GA STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 SST WALL MOUNTED SHELFE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER KEY PLAN C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 12:11:51 PMA8.65 MILLWORK ELEVATIONS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 3/8" = 1'-0"12 WORK/ MEDICAL AREA 133 - WEST 3/8" = 1'-0"5 WORK/ MEDICAL AREA 133 - SOUTH3/8" = 1'-0"9 WORK/ MEDICAL AREA 133 - EAST 3/8" = 1'-0"16 WORK/ MEDICAL AREA 133 - NORTH 3/8" = 1'-0"10 DRUG STORAGE 134 -NORTH 3/8" = 1'-0"6 DRUG STORAGE 134 - EAST 3/8" = 1'-0"13 DRUG STORAGE 134 - WEST 3/8" = 1'-0"14 EUTHANASIA 135 - NORTH3/8" = 1'-0"19 EUTHANASIA 135 - EAST 3/8" = 1'-0"17 DRUG STORAGE 134 - SOUTH 3/8" = 1'-0"18 EUTHANASIA 135 - WEST 3/8" = 1'-0"1 BREAK ROOM 111 - SOUTH 3/8" = 1'-0"3 BREAK ROOM 111 - WEST 3/8" = 1'-0"15 FILE ROOM 104 - NORTH 3/8" = 1'-0"2 FILE ROOM 104 -SOUTH3/8" = 1'-0"8 FILE ROOM 104 - WEST 3/8" = 1'-0"4 FILE ROOM 104 -EAST 3/8" = 1'-0"7 RECEPTION 101 - WEST 3/8" = 1'-0"11 RECEPTION 101 - SOUTH EQUIPMENT LIST KEY NOTES №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 2'-0 1/2" 6"9"9"2'-10"2'-10"1'-2"1'-4"5'-8"2"2'-10"4"2'-0 1/2"7'-0"1'-2" 2'-0 1/2" 6"9"9"2'-10"2'-10"2'-10"10" 2'-0 1/2"4"1'-2"2"2'-6"1'-4"4"1'-2"2"2'-6"MILLWORK DETAIL - RECEPTION COUNTER MILLWORK DETAIL - TYPICAL MILLWORK DETAIL - TYPICAL SINK MILLWORK DETAIL - OVERHEAD CABINET AT REFRIGERATOR MILLWORK DETAIL - LOCKERS MILLWORK DETAIL - TRAINING ROOM COUNTER MILLWORK DETAIL - MEDICAL / WORK AREA MILLWORK DETAIL -SINK AT MEDICAL/ WORK AREA1" = 1'-0"8 1" = 1'-0"7 1" = 1'-0"5 1" = 1'-0"3 1" = 1'-0"1 1" = 1'-0"21" = 1'-0"41" = 1'-0"6 POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK 3/4" WHITE MELAMINE PLYWOOD DRAWERS (TYP.) POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE 3/4" WHITE MELAMINE PLYWOOD SHELF (TYP.) SCHEDULED BASE POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE BACKSPLASH HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK 3/4" WHITE MELAMINE PLYWOOD SHELF (TYP.) POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE SOLID SURFACE COUNTERTOP HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK 3/4" WHITE MELAMINE PLYWOOD DRAWERS (TYP.) PLASTIC LAMINATE OVER 3/4" PLYWOOD SCHEDULED BASE SOLID SURFACE BACKSPLASH 3/4" WHITE MELAMINE PLYWOOD DRAWERS (TYP.) SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD SUBSTRATE SCHEDULED BASE SOLID SURFACE COUNTERTOP HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK 3/4" WHITE MELAMINE PLYWOOD DRAWERS (TYP.) PLASTIC LAMINATE OVER 3/4" PLYWOOD 3/4" WHITE MELAMINE PLYWOOD SHELF (TYP.) SCHEDULED BASE SOLID SURFACE BACKSPLASH HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK 3/4" WHITE MELAMINE PLYWOOD SHELF (TYP.) PLASTIC LAMINATE OVER 3/4" PLYWOOD HARDWARE AS SCHEDULED PLAM CLAD PLYWOOD BACK PLASTIC LAMINATE OVER 3/4" PLYWOOD SOLID SURFACE COUNTERTOP SOLID SURFACE BACKSPLASH FIXED PANEL SCHEDULED SINK REMOVABLE PANEL PLASTIC LAMINATE OVER 3/4" PLYWOOD (TYP.) POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE COUNTERTOP POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD SUBSTRATE BACKSPLASH FIXED PANEL SCHEDULED SINK REMOVABLE PANEL POLISHED STAINLESS STEEL SEAMLESS OVER 1/2" PLYWOOD (TYP.) THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER KEY PLAN C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 10:38:30 AMA8.68 MILLWORK DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING WALK-ON SCALE, BY MFR. RE: EQUIPMENT SCHEDULE 3/4" DIA. ELECTRICAL CONDUIT, RE: ELECT SCALE DISPLAY, BY MFR, CONFIRM FINAL MOUNTING HEIGHT WITH OWNER PARTITION AS SCHEDULED 3'-0"3/4" PDX PLYWD. BACKING TO 8'-0" A.F.F. CEILING, RE: RCP DIMENSIONS FOR 5 ROWS OF 2x6 BLOCKING BEHIND PLYWOOD, EXAM TABLE TO BE 3'-0" A.F.F., RE: INT. ELEV. FOLD DOWN EXAM TABLE WALL SUPPORT PLATE FIN. FLOOR 4" 8" 8" 8" 8" "A""A" WALL ELEVATION PLAN SECTION "A"-"A" FULL-WIDTH 3/4" CDX PLYWOOD BLOCKING INSIDE STUDS FROM FINISH FLOOR TO 8'-0" AFF 5 ROWS OF 2 x 6 BLOCKING BEHIND PLYWOOD PROVIDE 5/8" CDX PLYWOOD FILLER WHERE EXAM RM TABLES OCCUR BACK TO BACK. OFFSET BACK TO BACK TABLES 1" HORIZONTALLY FOLD DOWN EXAM TABLE WALL SUPPORT NOTE: BLOCKING TO BE CENTERED AT TABLE LOCATION 2x4 NOMINAL WOOD STUD WALL WITH 5/8" GYP BOARD FINISH ON EACH SIDE 3/4" CDX PLYWOOD BACKING FROM FINISH FLOOR TO 8'-0" AFF 2x4 NOMINAL WOOD STUD WALL WITH 5/8" GYP BOARD FINISH ON EACH SIDE FOLD DOWN EXAM TABLE WALL SUPPORT PLATE DIMENSIONS FOR: 5 ROWS OF 2 x 6 BLOCKING BEHIND PLYWOOD AT ADA HEIGHT EXAM TABLES, RE: INT. ELEV. FINISH FLOOR TABLE TO FIT BETWEEN 2, 24" O.C. STUDS 8' - 0"SECTION A DRYING TUMBLER NOTE: PROVIDE CORNER GUARDS AT DRYER OPENING RE: MECH FOR VENTILATION, PROVIDE FOR MAKEUP AIR VERIFY W/ MANUF.RUBBER SWEEP ACCESS DOOR COXREEL "EZ" SERIES HOSE REEL, RE: PLUMBING MOUNT HOSE REEL TO WALL PER MFR. INSTALLATION INSTRUCTIONS PLUMBING IN WALL BELOW HOSE REEL ADA 27" MAX. U.N.O. RE: INT. ELEV. CONC. SLAB FILL JOINT W/ SEALANT & BACKER ROD H. C ACCESSIBLE TERRAZZO SHOWER RECEPTOR RECESSED INTO SLAB SEALANT LAP FELT OVER FLANGE SHOWER RECEPTOR FLANGE 36" CLEAR INSIDE FIN. DIM. 4 1/4" X 4 1/4" GLAZED C.T. (ALIGN W/ COURSING OUTSIDE SHOWER) DRY-SET OR LATEX PORTLAND CEMENT MORTAR BOND COAT 5/8" CEMENTITIOUS TILE BACKER BOARD 15 LB. ROOFING FELT METAL STUDS TCA METHOD W244 1'-8 29/256"40" X 38" RECEPTOR3"VERIFY1/2"40" F.O.S. TO F.O.S. SIDE TO SIDE 38" F.O.S. TO F.O.S. FRONT TO BACK SHIM CEMENTITIOUS TILE BACKER BOARD AS REQ'D. TO MAKE CLR. INSIDE FIN. DIM. (TILE TO TILE) 36" 1'-6"1'-6" 3'-0" F.O.S. TO F.O.S. FIXED SHOWER HEAD FULL HT. WALL TILE OVER 5/8" CEMENTITIOUS TILE BACKER BD. CONTROL TERRAZZO SHOWER BASE SET ON SLAB M EXTERIOR WALL RE: PLAN 4"3' - 0" CURB BEYOND 1"5.7 CUBIC FEET OF WATER DUMPED WASHER FEET ZONE OUTLINE OF NEW COMMERCIAL WASHER ANCHOR BOLTS 6" MIN.4' - 0"6" MIN.6"1' - 4"4' - 2"6" MIN.6" MIN.EXTERIOR WALL, RE: PLAN 9 A9.00 1' - 4" 6" 4' - 2" NOTE: CHAMFER ALL EDGES AT CONCRETE HOUSEKEEPING PAD REINFORCING, RE: STRUCTURE CONCRETE HOUSEKEEPING PAD FLOOR DRAIN, RE: PLUMBING 1' - 0"NOTE: VERIFY ALL HORIZONTAL DIM. OF PAD & CLEARANCES NEEDED W/ MANUF.. NEW COMMERCIAL WASHER EXTERIOR WALL RE: PLAN CONC. FLOOR SLAB, RE: STRUCTURAL 6" THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. INTERIM REVIEW FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F 713 622 1444 T 713 622 1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PAUL BONNETTE NO. 16372 PROJECT NUMBER C:\@RevitLocals\CPA_ANIMAL SHELTER _ARCH_R22_pzoungranaGPD47.rvt10/30/2023 10:29:05 AMA9.00 EQUIPMENT DETAILS CITY OF PORT ARTHUR ANIMAL SERVICES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 1" = 1'-0"1 WALK ON SCALE CONDUIT IN GWB WALL 3/4" = 1'-0"7 WALL BLOCKING @ EXAM TABLE 3/8" = 1'-0"3 SECTION THROUGH DRYER ROOM 1" = 1'-0"2 WALL MOUNTED HOSE REEL 1 1/2" = 1'-0"4 TYP. H.C. SHOWER STALL DETAIL 1/2" = 1'-0"6 TYP. SHOWER CONTROL WALL 3/4" = 1'-0"5 WASHER DRAIN - SECTION 3/4" = 1'-0"10 WASHER DRAIN - PLAN 3/4" = 1'-0"9 WASHER DRAIN - SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING J J MAIN ELECTRICAL ROOM E7.9 E7.10 E7.3 E7.1 E7.5 E7.11 E7.4 E7.4 E7.4 E7.4 E7.4 E7.4 E7.4 E7.4 2WAY YCO 4" SANITARY DRAIN, I.E. = 5.00' BFF, 170 DFU 3" DOMESTIC WATER ENTRY, I.E. = 3.50' BFF, 75 GPM, 129 WSFU 2WAY YCO 6" ANIMAL WASTE DRAIN, I.E. = 3.88' BFF, 184 DFU S1 S2 HA-4 E7.14 HA-6 E7.14 SF SFSF FLAG POLE LA-40,42 E7.15 E7.16 E7.16 LA-61,63 E7.15 P6.2 P1.8 P1.1 P1.7 5,538 CFH (5 PSI) PROVIDE SCHEDULE 40 PVC SLEEVE WHERE PIPING IS ROUTED BELOW CONCRETE PROVIDE SCHEDULE 40 PVC SLEEVE WHERE PIPING IS ROUTED BELOW CONCRETE SI-1 SW-1 2"G (5 PSI)2"G (5 PSI) E7.17 PB 2WAY YCO 6" AWL 4" AWL P9.1 I.E. = 4.27' B.F.F. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:23:33 PMMEP1.01 MEP SITE PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00▯ELECTRICAL KEYED NOTES E7.1 PROPOSED LOCATION OF GENERATOR. GENERATOR EXHAUST SHALL BE DIRECTED AWAY FROM BUILDING. E7.3 PROPOSED LOCATION OF POWER COMPANY PAD MOUNTED TRANSFORMER. PROVIDE CONCRETE PAD PER UTILITY SERVICE STANDARDS. E7.4 PROPOSED LOCATION OF NEW POWER COMPANY TERMINAL POLE. E7.9 PROPOSED ROUTING OF NEW UNDERGROUND PRIMARY DUCTBANK. E7.10 PROPOSED ROUTING OF NEW UNDERGROUND SECONDARY DUCTBANK. E7.11 PROPOSED ROUTING OF NEW FEEDER TO GENERATOR. REFER TO ONE LINE DRAWING E4.1. E7.14 ROUTE HOMERUN THROUGH LIGHTING RELAY PANEL. E7.15 30 AMP/2 POLE/ NF, NEMA 3R DISCONNECT SWITCH MOUNTED 6" ABOVE GRADE FOR CONNECTION TO MOTORIZED GATE. FIELD VERIFY EXACT LOCATION WITH GATE INSTALLER. E7.16 WEATHERPROOF JUNCTION BOX MOUNTED 6" ABOVE FINISHED GRADE FOR MOTORIZED GATE COMMUNICATIONS. ROUTE 1" SCHEDULE 40 PVC CONDUIT WITH PULL STRING TO MAIN IDF ROOM AND LABEL. E7.17 APPROXIMATE LOCATION OF BUILDING MAIN IT ROOM. MEP1.01 1" = 20'-0" 1 MEP SITE PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE EXISTING SOIL OR WASTE PIPING A.G. EXISTING SOIL OR WASTE PIPING B.G. EXISTING VENT PIPING EXISTING DOMESTIC COLD WATER CW EXISTING DOMESTIC HOT WATER HW HWR EXISTING ACID WASTE PIPING A.G. EXISTING ACID WASTE PIPING B.G. EXISTING ACID VENT PIPING AVAV AW AW SYMBOLS PLUMBING SYSTEMS F ABBREVIATIONS H I A B C J K L M N D E GW SD OD OD AW SD GW STORM DRAIN(ABOVE CEILING) OVERFLOW DRAIN(ABOVE CEILING) SANITARY VENT ACID WASTE(ABOVE CEILING) GREASE WASTE(ABOVE CEILING) SANITARY DRAIN ABOVE FLOOR SANITARY DRAIN BELOW FLOOR STORM DRAIN(BELOW FLOOR) GREASE WASTE(BELOW FLOOR) OVERFLOW DRAIN(BELOW FLOOR) AW AV G CA A O F V TP FS T D SW TRAP PRIMER DRAIN LINE HOT WATER TEMPERED WATER COMPRESSED AIR NATURAL GAS HOT WATER RECIRCULATION WET AUTOMATIC FIRE SPRINKLER FIRE STANDPIPE, FIRE LINE COLD WATER ACID VENT(ABOVE CEILING OR BELOW FLOOR) ACID WASTE(BELOW FLOOR) MEDICAL AIR MEDICAL OXYGEN MEDICAL VACUUM SOFT WATER FLOOR CONTROL STATON FLOOR DRAIN, FIRE DAMPER FLOOR CLEAN OUT FARENHEIT, FIRE FURNISHED BY OTHERS FIRE DEPARTMENT VALVE FLOOR FIXTURE FREEZER FOOT, FEET FLEXIBLE FLOW LINES FIRE PUMP FIRE HOSE RACK FIRE HOSE CABINET FLOOR SINK FIRE HYDRANT F FCO FBO FCS FDV FD FHR FHC FLR FL FS FP FS FT FH FRZR FIXT FLEX FDSC FIRE DEPARTMENT SIAMESE CONNECTION FLOW SWITCH, FIRE SPRINKLER FUTUREFUT A AD AC ABV AFG AFF ADJ AP AHU AL ASME ARCH AS ASTM AVG AWL AV AVERAGE ANIMAL WASTE LINE AIR (COMPRESSED) ABOVE CEILING ACID VENT AMERICAN SOCIETY OF TESTING AND AMERICAN SOCIETY OF MECHANICAL ACCESS PANEL AIR SEPARATOR ARCHITECT, ARCHITECTURAL MATERIALS ENGINEERS AIR HANDLING UNIT ABOVE FINISHED GRADE ABOVE FINISHED FLOOR ACCESS DOOR, AREA DRAIN ALUMINUM ADJUSTABLE ABOVE AUX AWS B B/C BF BLDG BM BH BFV BOS BT BOF BWV BTU BV BC BOTTOM OF FOOTING BOTTOM OF STRUCTURE BATH TUB BRITISH THERMAL UNIT BACK WATER VALVE BALL VALVE BUILDING BENCHMARK BACK OF CURB BOX HYDRANT BELOW COUNTER BUTTERFLY VALVE AMERICAN WELDING SOCIETY BOILER AUXILIARY BELOW FLOOR CB C CAB CFS CFM CD CI CIRC CP CL CLG CLR CPVC CMU CPI COL CO COMB CH CONCRETE MASONRY UNIT CAST IRON PIPE INSTITUTE COMBINATION CHLORINATED POLYVINYL CHLORIDE COLUMN CLEAN OUT CATCH BASIN CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CONDENSATE DRAIN LINE CIRCULATING PUMP CEILING CENTERLINE CLEAR CAST IRON CIRCULATING CHILLER CABINET CELSIUS CONN CONC CTR CRAC CONT CONTR COMP CU CW DESIG D DIM DF DIA DTL DEPTH, DRAIN, DRYER DRINKING FOUNTAIN DESIGNATION DIMENSION DETAIL DIAMETER COMPUTER ROOM A/C UNIT CENTER COPPER COLD WATER COMPRESSOR CONCRETE, CONCENTRIC CONTROLLER, CONTRACTOR CONTINOUS,CONTINUATION CONNECTION DS DN DISC DWP DWH DWG DW DOWNSPOUT, DOUBLE SUCTON DOMESTIC WATER PUMP DOMESTIC WATER HEATER DRAWING DISHWASHER DISCONNECT DOWN EC EA ELECTRICAL CONTRACTOR EACH EFF EJ EDF ELEC ELEV EL EMERG ENGR EQ ENCL ETR ET EQUIP EXTG EXT EQUIPTMENT EXPANSION TANK EXISTING TO REMAIN EXISTING EXTERNAL EXPANSION JOINT ELECTRIC DRINKING FOUNTAIN ENGINEER EQUAL ENCLOSURE ELEVATOR ELEVATION EMERGENCY ELECTRICAL EFFICIENCY ECC ECCENTRIC LT LINT WASTE FIRE HOSE VALVEFHV PIPE DEMOX X X X X EXISTING DOMESTIC HOT WATER RETURN HEIGHT HEATER HEATING HOSE BIBB HEAD, HUB DRAIN HOT WATER HOUSEKEEPING PAD HOT WATER RETURN HORIZONTAL SPLIT CASE HORSEPOWER HORIZONTAL HERTZ INCH INSULATION INVERT ELEVATION INSIDE DIAMETER INTERNAL, INTERIOR HOT WATER SUPPLY HP HD HB HT HKP HSC HW HTR HTG HZ IE ID INT IN INSUL HWS HWR HORIZ JOCKEY PUMP LAVATORY LINEAR FEET LENGTH, LAVATORY LOW PRESSURE KNOCKOUT KILOWATT KILOVOLT- AMPS JP KO KEC KVA KW LAV LF LP L LEVEL MAXIMUM LOW WATER CUT OFF MECHANICAL THOUSAND OF BTU'S MANUFACTURER MECHANICAL CONTRACTOR MINIMUM MAKE-UP MOUNTED MOP SINK MEDIUM PRESSURE MALLEABLE IRON ASSOCIATION NORMALLY CLOSED NATIONAL FIRE PROTECTION MANHOLE LVL MFR MC MIN MP MI MU MTD MS N.C. MH NFPA MECH MBTUH MAX LWCO LOCKED ROTOR AMPSLRA KITCHEN EQUIPTMENT CONTRACTOR NUMBER NORMALLY OPEN NO. N.O. NOT IN CONTRACTNIC INDIRECT WASTEIW NOT TO SCALENTS LINTLT PIPING FITTINGS VALVE IN RISE VALVE IN DROP ELBOW DOWN CAP ON END OF PIPE ELBOW UP x BALANCING VALVE WITH DIFFERENTIAL PRESSURE TAPS GATE VALVE, HVAC BALANCING/STOP VALVE THREE-WAY MODULATING CONTROL VALVE TWO-WAY MODULATING CONTROL VALVE GAS REGULATOR PRESSURE REDUCING VALVE T&P RELIEF VALVE MANUAL AIR VENT AUTOMATIC AIR VENT SPRINKLER FLOOR CONTROL STATION GAS COCK BUTTERFLY VALVE CHECK VALVE OS&Y VALVE SOLENOID VALVE EXPANSION JOINT PIPE ANCHOR BALL VALVE GLOBE VALVE STRAINER WITH BLOWDOWN VALVE FLANGE TEE OUTLET DOWN TEE OUTLET UP ECCENTRIC REDUCER CONCENTRIC REDUCER DIRECTION OF SLOPE DOWN UNION LINE CLEANOUT/ WALL CLEANOUT DIRECTION OF FLOW FLOW VENTURI VACUUM BREAKER BACKFLOW PREVENTOR VACUUM RELIEF VALVE CIRCULATING PUMP FLOOR CLEANOUT WATER METER THERMOMETER FLEXIBLE CONNECTION PRESSURE GAUGE WITH GAUGE COCK PRESSURE AND TEMPERATURE TAP GRADE CLEANOUT WATER SUB-METERM MISCELLANEOUS GENERAL PLUMBING NOTES GENERAL FIRE PROTECTION NOTE SHEET WHERE PLUMBING RISER DIAGRAM IS SHOWN PLUMBING RISER DIAGRAM NUMBER2 P7.1 HOSE BIBB DETAIL NUMBER OR PLAN PLUMBING FIXTURES WALL HYDRANT SHEET WHERE DETAIL OR PLAN IS SHOWN PLUMBING DRAWING NOTE REFERENCE DRAIN(TYPE AND SIZE AS NOTED ON PLANS) POINT OF NEW CONNECTION TO EXISTING PIPING ROOF DRAIN OR OVERFLOW DRAIN ROOF DRAIN OR OVERFLOW DRAIN(FROM ABOVE) FLOW SWITCH TAMPER SWITCH FIRE DEPARTMENT SIAMESE CONNECTION(WALL MOUNTED) FIRE DEPARTMENT SIAMESE CONNECTION(FREE STANDING) P2.1 2 AN APPROPRIATELY STATE REGISTERED FIRE PROTECTION COMPANY SHALL PROVIDE A FULLY COMPLIANT AND FUNCTIONAL AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE BUILDING IN ACCORDANCE WITH NFPA 13, THE PROJECT SPECIFICATIONS, AND THE REQUIREMENTS OF THE OWNER AND THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ). THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. EXISTING PLUMBING FIXTURES ACCESS PANEL (AP) FS TS PLUMBING CODES 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATION FIRE CODE (IFC) 2015 INTERNATION FUEL GAS CODE (IFGC) PX.X W Y Z W W/OWC WCO W/ WALL CLEANOUT WATER CLOSETWITHOUT WITH WATT, WASTE, WIDTH, WASHER WH WM WP WPD WALL HYDRANT WEATHERPROOF WATER METER WT Y Z ZONE YARD HYDRANT WATERTIGHT, WEIGHT WWF WELDED WIRE FABRIC WATER PRESSURE DROP G GAS GALLON GROUND GALVANIZED GENERAL CONTRACTOR GLOBE VALVE GATE VALVE GALLONS PER HOUR GALLONS PER DAY GALLONS PER MINUTE GAUGE G GC GAL GPH GPD GLV GV GA GPM GND GALV GRADE CLEANOUTGCO Q R S T U V PP PNTH PRV PRS PRI PSF PSIG PSI PV PT PPM PLUMBING TRIM PART PER MILLION POLYPROPYLENE PLUG VALVE PRIMARY PENTHOUSE QTY RCP CONCRETE PIPE QUANTITY PVC POLYVINYL CHLORIDE RD RE RECIRC RED REFR REQD REV RPM RV RTU RM REINF ROOM REDUCER ROOFTOP UNIT RELIEF VALVE REFRIGERATOR REQUIRED REININGFORCING REVISION, REVISE ROOF DRAIN RECIRCULATE REFERENCE,REFER SD SE SEC SECT SF SFCS SCHED STORM DRAIN SCHEDULED SECTION SECONDARY SQUARE FEET SEWAGE EJECTOR SH SHT SIM SP SPR SPEC SK SQ SS SSD SSFU STL STD SINK SPRINKLER SPECIFICATION SERVICE SINK SQUARE STANDARD STEEL SUBSURFACE DRAIN SHEET SHOWER SIMILAR SURF SUSP SW SV SUSPEND SURFACE SANITARY VENT SOFT WATER TDH TH BLK TP TD TPD TYP TRAP PRIMER DEVICE TYPICAL TRENCH DRAIN TRAP PRIMER THRUST BLOCK TOTAL DYNAMIC HEAD U UCD UG UH UL UNO U/S U/F URINAL UNDERGROUND UNIT HEATER UNDER CUT DOOR UNDERSLAB UNDERFLOOR V VB VAC VCP VEL VERT VIB VP VTR VOV VACUUM PUMP VENT THRU ROOF VOLT, VENT VACUUM(MEDICAL) VERTICAL VELOCITY VALVE IN BOX VALVE ON VERTICAL VITRIFIED CLAY PIPE STRAINERSTR REFLECTED CEILING PLAN, REINFORCED SPRINKLER FLOOR CONTROL STATION SANITARY SEWER FIXTURE UNITS SUMP PUMP, STATIC PRESSURE UNDERWRITERS LABORATORIES, INC. VALVE BOX, VACUUM BREAKER POUNDS PER SQUARE INCH GAUGE PRESSURE REDUCING STATION UNLESS NOTED OTHERWISE REVOLUTIONS PER MINUTE PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT SOV SHUT-OFF VALVE P PANEL PNEUMATIC PLUMBING POST INDICATOR VALVE PHASE, POST HYDRANT PLUMBING CONTRACTOR P PH PD PC PNL PIV PNEU PLBG PRESSURE DROP, PLANTER DRAIN PUMP, PLUMBING EQUIPTMENT O OPENING ON CENTER OPEN STEM AND YOLK OUTSIDE AIR FAN COIL UNIT MEDICAL OXYGEN OC OPG OD O OS&Y OFCU OUTSIDE DIAMETER, OVERFLOW DRAIN (NOT ALL ITEMS INDICATED APPLY TO THIS PROJECT) PLUMBING SYMBOLS AND ABBREVIATIONS 1. UNLESS NOTED OTHERWISE, GRAVITY DRAINAGE PIPING 3" AND SMALLER SHALL BE PROVIDED AT NO LESS THAN 1/4" PER FOOT UNIFORM SLOPE AND GRAVITY DRAINAGE PIPING 4" AND LARGER SHALL BE PROVIDED AT NO LESS 1/8" PER FOOT UNIFORM SLOPE. 2. WHERE THE PREVAILING CODE ALLOWS FOR A SHALLOWER SLOPE FOR GRAVITY DRAINAGE PIPING THAN INDICATED ABOVE, THIS SHALL BE ALLOWED IF REQUIRED PER PROJECT CONDITIONS. 3. WHERE THE PREVAILING CODE REQUIRES A STEEPER SLOPE FOR GRAVITY DRAINAGE PIPING THAN INDICATED ABOVE (SUCH AS FOR GREASE WASTE PIPING) THEN SUCH REQUIREMENT(S) SHALL CONTROL. 4. UNLESS NOTED OTHERWISE, GRAVITY STORM DRAINAGE AND SECONDARY (OVERFLOW) PIPING SHALL BE PROVIDED AT NO LESS THAN 1/8" PER FOOT UNIFORM SLOPE. 5. FUEL GAS PIPING SHALL BE PROVIDED IN ACCORDANCE WITH THE PREVAILING GAS CODE OR NFPA 54, WHICHEVER REQUIREMENTS ARE MORE STRINGENT. 6. THE INSTALLATION OF THE BUILDING PLUMBING SYSTEMS SHALL BE COORDINATED ACCORDINGLY WITH THE WORK OF ALL OTHER TRADES. AW ACID WASTE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:04 PMP0.01 PLUMBING SYMBOL LEGEND 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. 18 3 15 A D L M Q B K N P 4 7 812 G J 12 IH O 5 9 FE C 16 14 10 11 6 13 SALLY PORT 127 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 EUTHANASIA ROOM 135 DRUG STORAGE 134 CORRIDOR 110 IT ROOM 137 COPY/ WORK ROOM 103 MENS RESTROOM 121 WORK / MEDICAL AREA 133 MECHANICAL/ ELECTRICAL 132 MENS RESTROOM 106 LAUNDRY ROOM 120 KENNEL TECH OPEN AREA 119 RABIES QUARANTINE 118 WOMENS RESTROOM 126 FILE ROOM 104 RECEPTION 101 CORRIDOR 109 LOBBY 102 CATS 142 DRY STOR. 139 TRAINING ROOM 107 WOMENS RESTROOM 114 CORRIDOR 116 QUARANTINE 1 153 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 P3.01 1 P3.01 2 WH-1 WH-1 WH-1 WH-1 WH-1 GRT-1 2WAY YCO WMB-1 3"FD-1 TP-1 FCO 2WAY YCO 2WAY YCO FCO GCO CUST. 138 WC-2WC-2 U-2 SH-2SH-2 3"FD-1 TP-1 3"FD-1 TP-1 WC-2 L-4 TMV-1 L-4 TMV-1EDF-1 3"FD-1 TP-1WC-2 MS-1 EWH-1 CP-1 CS-1 TS-1 ET-1 L-2 TMV-1 L-2 TMV-1 EDF-1 LT-1 4" SANITARY DRAIN, I.E. = 5.00' BFF, 170 DFU 3" DOMESTIC WATER ENTRY, I.E. = 3.50' BFF, 75 GPM, 129 WSFU MS-1 SK-2 SK-1 L-2 TMV-1 6"AW SI-1 SW-1 6" ANIMAL WASTE DRAIN, I.E. = 3.88' BFF, 184 DFU 6"AW CORRIDOR 151 KENNEL 6 150 KENNEL 4 146 KENNEL 2 143 KENNEL 1 145 KENNEL 3 147 QUARANTINE 1 153 CORRIDOR 152 3"FD-1 TP-1 ADOPTION ROOM 117 ADOPTION ROOM 141 TRAINING ROOM 108 DOG RUN 230 DOG RUN 488 DOG WASH 130 TRAPS STORAGE 129 EQUIPMENT STORAGE 128 DOG RUN 233 CORRIDOR 154 I.E. = 3.69' B.F.F. 4"AWL FCOP2.8 P2.8 FCO FCO4"AWL4"AWL 4"AWL 4"AWL 4"AWL4"AWL FCO4"AWL EWH-2 CP-1 CS-1 TS-1 ET-1 3"FD-2 TP-2 2"FD-1 TP-2 2"FD-1 TP-2 2"FD-1 TP-2 I.E. = 4.27' B.F.F. WB-1 WB-1 P8.2 P8.6 FCOWC-1 TD-1 TD-1 TD-1 TD-1 TD-1TD-1TD-1TD-1 TD-1 L-4 TMV-1 L-4 TMV-1 P8.4 P8.4 P8.4 P8.4 3"FD-2 TP-2 U-2 HB-2 HB-2 HB-1 HB-1 HB-1 HB-1 HB-1 HB-1 SK-3 SK-4 SK-2 P9.1 P9.2 CORRIDOR 144 CORRIDOR 144 CORRIDOR 144 KENNEL 5 149 DOG RUN 231 ANIMAL CONTROL OFFICERS 115 STORAGE 105 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122 SHOWER 123SHOWER 124 SK-5 SK-5 PROPOSED GAS METER LOCATION FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 3"FD-3 TP-2 4"FD-44"FD-44"FD-44"FD-4 4"FD-44"FD-44"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-44"FD-44"FD-44"FD-4 HB-2 HB-2 P6.1 P6.2 GENERATOR PROVIDE SCHEDULE 40 PVC SLEEVE WHERE PIPING IS ROUTED BELOW CONCRETE 2"G (5 PSI)2"G (5 PSI) FCO 4"AW 4"FD-4 4"FD-4 4"AW PROVIDE INSULATION FOR DOMESTIC WATER PIPE IN KENNEL AREA PER SPECIFICATIONS. P9.3 P9.3 TD-2 P2.8 4"S 3"S 4"S 4"S 4"S 4"S 4"S 4"S 3"S 3"S 4"S4"S 3"S 3"S 4"S 3"S 4"S 3"S 3"S 3"S 3"S 3"S P2.5 P8.7 P3.4 P3.11 P3.8 P3.10 P2.6 P2.5 P3.4 P3.4 P2.5 P2.6 P3.4 P3.4 P8.7 P9.4 P2.5 P9.5 P3.5 P9.4 P2.6 P9.5 P2.6 P3.4 P3.4 P2.7 P2.6 SS-1 P3.12 P3.4 V 42" V 12" V 23" V 63" V 5 2" V 7 3" V 8 2" V 3 3" 2"V 2"V 2"V 2"V3"V 2"V 2"V 2 1/2"CW1"CW3/4"CW 3/4"CW 3/4"CW 1 1/4"HW 3/4"CW 3/4"CW 3/4"CW 1 1/4"HW 1 1/4"HW P2.6 P2.5 P3.4 P3.4 P2.5 P3.4 2"V 2"V 2 1/2"CW 1 1/2"CW 2 1/2"CW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 4"AWL V 132" V 12 2" V 10 3" V 9 3" 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V2"V 3/4"HW 3/4"HW 3/4"CW 3/4"HW 3/4"HW 1"CW 3/4"CW 3/4"HWR 2"V 2"V 2"V 2"V 3/4"CW 1 1/2"CW1"CW 1 1/2"CW P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 PLUMBING GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF PIPING, DEVICES AND EQUIPMENT WITH BUILDING ELEMENTS AND THE WORK OF OTHER TRADES 2. CONTRACTOR SHALL COORDINATE WITH ALL TRADES/DISCIPLINES TO ENSURE PREVENTION OF ANY PLUMBING FIXTURES AND/OR PLUMBING INFRASTRUCTURE COLLIDING WITH OTHER DISCIPLINES. 3. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH THE STRUCTURAL ENGINEER FOR ANY CONFLICT WITH NEW PIPE ROUTING. 4. PROVIDE ACCESS PANELS IN LOCATIONS PRE-APPROVED BY THE ARCHITECT WHERE VALVES ARE INSTALLED ABOVE INACCESSIBLE CEILING. REFER TO PLUMBING GENERAL NOTE #15 ON SHEET P5.01 FOR ADDITIONAL INFORMATION. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:14 PMP2.11 LEVEL 1 PLUMBING PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00▯PLUMBING KEYED NOTES P2.5 2" WASTE DOWN, 2" VENT UP. P2.6 3" WASTE DOWN, 2" VENT UP. P2.7 4" WASTE DOWN, 2" VENT UP. P2.8 START INVERT ELEVATION AT 3'-0" B.F.F. P3.4 DROP AND EXTEND 3/4" HOT AND COLD WATER TO SERVE FIXTURE(S). P3.5 DROP AND EXTEND 1/2" COLD WATER TO SERVE FIXTURE(S). P3.6 DROP AND EXTEND 3/4" COLD WATER TO SERVE FIXTURE(S). P3.8 DROP COLD WATER DOWN INSIDE CHASE/WALL AND EXTEND TO SERVE ADJACENT FIXTURE(S). SIZE AS NOTED. P3.10 HOT WATER DROP DOWN TO, RISE UP FROM, AND CIRCULATED HOT WATER LINE INSIDE WALL/CHASE AND WITHIN 2'-0" OF HOT WATER ROUGH-IN TO LAVATORY FOR 2015 IECC COMPLIANCE. SIZE AS NOTED. P3.11 PROVIDE NORMALLY CLOSED BYPASS VALVE ON HOT WATER LOOP. P3.12 DROP AND EXTEND 1" COLD WATER TO SERVE FIXTURE(S). P6.1 GAS SERVICE METER PROVIDED BY LOCAL GAS UTILITY COMPANY. 2" GAS (5 PSI) WITH SHUT-OFF VALVE AND PRESSURE REGULATOR AND 2 TAPS WITH A GREATEST TOTAL DEVELOPED LENGTH OF 198' AND TOTAL GAS LOAD OF 5538 CFH (4,615 CFH FOR GENERATOR AND 923 CFH FOR FUTURE). -1ST TAP 2" GAS (4,615 CFH @ 5 PSI) ROUTE BELOW GRADE IN SCHEDULE 40 PVC SLEEVE WITH SHUT-OFF VALVE. -2ND TAP 3/4" GAS (923 CFH @ 5 PSI) CAPPED WITH SHUT-OFF VALVE FOR FUTURE IMPROVEMENT. PROVIDE MAXITROL 325 SERIES (OR EQUAL PER SPEC 22 11 21) GAS PRESSURE REGULATOR TO REGULATE PRESSURES FROM 5 PSI (OUTLET) TO 4 OZ (INLET) OR PER MANUFACTURER RECOMMENDATION. ALL GAS PRESSURE REGULATORS SHALL MEET THE REQUIREMENTS OF ANSI Z21.80 (NFPA 54.5.8.2). P6.2 CONNECT 5 PSI GAS TO MECHANICAL EQUIPMENT. GAS PRESSURE REGULATOR PROVIDED BY MECHANICAL EQUIPMENT MANUFACTURER AND INSTALLED BY PLUMBING CONTRACTOR. CONTRACTOR SHALL VERIFY THE MANUFACTURER'S RECOMMENDED GAS PRESSURES PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL PROVIDE ALL FINAL CONNECTIONS, SIZE AS NOTED. P8.2 PROVIDE 1/2" COLD WATER SUPPLY TO ICE MAKER, COMPLETE WITH SHUTOFF VALVE, WATTS LEAD-FREE SD-2 DUAL CHECK VALVE DEVICE, AND FINAL FLEXIBLE CONNECTION. P8.4 PROVIDE BRANCH WYE TAILPIECE AT FIXTURE FOR CONDENSATE DISPOSAL. COORDINATE IN ADVANCE WITH MECHANICAL CONTRACTOR. P8.6 PROVIDE 1/2" COLD WATER SUPPLY TO REFRIGERATOR, COMPLETE WITH SHUTOFF VALVE, WATTS LEAD-FREE SD-2 DUAL CHECK VALVE DEVICE, AND FINAL FLEXIBLE CONNECTION. P8.7 PROVIDE SHUTOFF VALVE AND ACCESS PANEL ON THE WALL. P9.1 PARK USA MODEL STSC-1500 1,500 GALLON CAPACITY SOLIDS INTERCEPTOR. RE: DETAIL 19/P6.01. P9.2 PARK USA MODEL ZTSC ANIMAL WASTE INTERCEPTOR SERVICE PANEL. P9.3 OWNER PROVIDE AND CONTRACTOR INSTALLED TRENCH DRAIN FLUSHING SYSTEM. P9.4 NEW ELECTRIC WATER HEATER (EWH). RE: DETAIL 17/P6.01. P9.5 PROVIDE LINE SIZE CIRCUIT IN HOT WATER RETURN LOOP BACK TO HOT WATER HEATER. P2.11 1/8" = 1'-0" 1 LEVEL 1 PLUMBING PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE 18 3 15 A D L M Q B K N P 4 7 812 G J 12 IH O 5 9 FE C 16 14 10 11 6 13 STORM DRAINAGE TO BE DONE BY GUTTERS AND DOWNSPOUTS. REFER TO ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. STORM DRAINAGE TO BE DONE BY GUTTERS AND DOWNSPOUTS. REFER TO ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. STORM DRAINAGE TO BE DONE BY GUTTERS AND DOWNSPOUTS. REFER TO ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. STORM DRAINAGE TO BE DONE BY GUTTERS AND DOWNSPOUTS. REFER TO ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. 2" VTR 3" VTR 3" VTR 2" VTR 2" VTR 3" VTR 3" VTR 2" VTR 3" VTR 2" VTR 2" VTR3" VTR RH-1 RTU-1 PLUMBING GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF PIPING, DEVICES AND EQUIPMENT WITH BUILDING ELEMENTS AND THE WORK OF OTHER TRADES 2. CONTRACTOR SHALL COORDINATE WITH ALL TRADES/DISCIPLINES TO ENSURE PREVENTION OF ANY PLUMBING FIXTURES AND/OR PLUMBING INFRASTRUCTURE COLLIDING WITH OTHER DISCIPLINES. 3. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH THE STRUCTURAL ENGINEER FOR ANY CONFLICT WITH NEW PIPE ROUTING. 4. PROVIDE ACCESS PANELS IN LOCATIONS PRE-APPROVED BY THE ARCHITECT WHERE VALVES ARE INSTALLED ABOVE INACCESSIBLE CEILING. REFER TO PLUMBING GENERAL NOTE #15 ON SHEET P5.01 FOR ADDITIONAL INFORMATION. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:23:37 PMP2.21 COMPOSITE ROOF LEVEL PLUMBING PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 P2.21 1/8" = 1'-0" 1 COMPOSITE ROOF LEVEL PLUMBING PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE F.E.C.F.E.C.F.E.C.F.E.C. 15 A D B G 12 F E C 16141011 MENS RESTROOM 106 FILE ROOM 104 CORRIDOR 109 WC-2 3"FD-1 TP-1 L-4 TMV-1 L-4 TMV-1 WCOHB-2 1 1/4"HW2 1/2"CW4"S1"CW4"SWC-2 3"FD-1 TP-1 EDF-1 SK-2 FCO WB-1 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 CORRIDOR 110 COPY/ WORK ROOM 103 RECEPTION 101 TRAINING ROOM 107 TRAINING ROOM 108 WOMENS RESTROOM 114 STORAGE 105 ANIMAL CONTROL OFFICERS 115 WB-1 WH-1 L-4 TMV-1 L-4 TMV-1 WH-1 WC-1 2"FS-1 TP-2 4"S4"SWCO 4"S 4"S 4"S 3"S 3"S 3/4"CW 1 1/4"HW 1 1/4"HW 1"CW3/4"CW 3/4"CW 2"CW 2"CW 1 1/4"HW1 1/4"HW1 1/4"HW1 1/4"HW HB-2 P3.8 P3.10 P3.10 P3.8 P3.11 P3.11 P2.5 P8.2 P3.5 P8.6 P8.7 2" 1-1/4" 1-1/4" 2" P2.5 P3.4 3/4"CW V 23" V 12" V 3 3" M Q N P O 9 14 11 13 WOMENS RESTROOM 126 SALLY PORT 127 MENS RESTROOM 121 WC-2 WC-2 U-2 3"FD-1 TP-1 3"FD-1 TP-1 WCO L-2 TMV-1 L-2 TMV-1 SH-2 SH-2 L-2 TMV-1 LT-1 EDF-1 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 MS-1 EWH-1 CP-1 CS-1 TS-1 ET-1 WH-1 GRT-1 3"FD-1 TP-1 GCO FCO WB-1 3"FD-2 TP-2 EUTHANASIA ROOM 135 DRUG STORAGE 134 IT ROOM 137 WORK / MEDICAL AREA 133 MECHANICAL/ ELECTRICAL 132 DRY STOR. 139 LAUNDRY ROOM 120 CUST. 138 DOG WASH 130 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122 SHOWER 123 SHOWER 124 2"FD-1 TP-2 2"FD-1 TP-2 HB-1HB-1 3"FD-3 TP-2 SK-2 WMB-1 TD-2 2"FD-1 TP-2P3.8 P3.4 P2.6 P2.5 P3.4 P2.5 P2.6 P3.4 P3.4 P8.6 P9.4 P3.11 3/4"CW 1 1/4"HW 3/4"CW 3/4"CW 2 1/2"CW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW P9.5 P2.6 P2.5 P3.4 P3.5 P8.7 2" 4"S 4"S 3"S3"S 3"S 3"S3"S 4"S 4"S 4"S 4"S 3"S 4"S 4"S 2 1/2"CW 2 1/2"CW 3/4"CW 1"CW 2"CW 2"CW 3/4"CW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1 1/4"HW V 5 2" V 6 3" V 7 3"2"V 2"V 2"V3"V 2"V 2"V 3"V V 8 2" 2"V 2"V 3"CW3"CW 3" DOMESTIC WATER ENTRY, I.E. = 3.50' BFF, 75 GPM, 129 WSFU 2 1/2"CW PLUMBING GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF PIPING, DEVICES AND EQUIPMENT WITH BUILDING ELEMENTS AND THE WORK OF OTHER TRADES 2. CONTRACTOR SHALL COORDINATE WITH ALL TRADES/DISCIPLINES TO ENSURE PREVENTION OF ANY PLUMBING FIXTURES AND/OR PLUMBING INFRASTRUCTURE COLLIDING WITH OTHER DISCIPLINES. 3. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH THE STRUCTURAL ENGINEER FOR ANY CONFLICT WITH NEW PIPE ROUTING. 4. PROVIDE ACCESS PANELS IN LOCATIONS PRE-APPROVED BY THE ARCHITECT WHERE VALVES ARE INSTALLED ABOVE INACCESSIBLE CEILING. REFER TO PLUMBING GENERAL NOTE #15 ON SHEET P5.01 FOR ADDITIONAL INFORMATION. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:28 PMP3.01 ENLARGED PLUMBING PLANS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 P3.01 1/4" = 1'-0" 1 ENLARGED PLUMBING PLAN - NORTHEAST P3.01 1/4" = 1'-0" 2 ENLARGED PLUMBING PLAN - SOUTHEAST ▯PLUMBING KEYED NOTES P2.5 2" WASTE DOWN, 2" VENT UP. P2.6 3" WASTE DOWN, 2" VENT UP. P3.4 DROP AND EXTEND 3/4" HOT AND COLD WATER TO SERVE FIXTURE(S). P3.5 DROP AND EXTEND 1/2" COLD WATER TO SERVE FIXTURE(S). P3.8 DROP COLD WATER DOWN INSIDE CHASE/WALL AND EXTEND TO SERVE ADJACENT FIXTURE(S). SIZE AS NOTED. P3.10 HOT WATER DROP DOWN TO, RISE UP FROM, AND CIRCULATED HOT WATER LINE INSIDE WALL/CHASE AND WITHIN 2'-0" OF HOT WATER ROUGH-IN TO LAVATORY FOR 2015 IECC COMPLIANCE. SIZE AS NOTED. P3.11 PROVIDE NORMALLY CLOSED BYPASS VALVE ON HOT WATER LOOP. P8.2 PROVIDE 1/2" COLD WATER SUPPLY TO ICE MAKER, COMPLETE WITH SHUTOFF VALVE, WATTS LEAD-FREE SD-2 DUAL CHECK VALVE DEVICE, AND FINAL FLEXIBLE CONNECTION. P8.6 PROVIDE 1/2" COLD WATER SUPPLY TO REFRIGERATOR, COMPLETE WITH SHUTOFF VALVE, WATTS LEAD-FREE SD-2 DUAL CHECK VALVE DEVICE, AND FINAL FLEXIBLE CONNECTION. P8.7 PROVIDE SHUTOFF VALVE AND ACCESS PANEL ON THE WALL. P9.4 NEW ELECTRIC WATER HEATER (EWH). RE: DETAIL 17/P6.01. P9.5 PROVIDE LINE SIZE CIRCUIT IN HOT WATER RETURN LOOP BACK TO HOT WATER HEATER. №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE F.E.C.F.E.C. 3 D L 4 7 812 G J 5 96 QUARANTINE 1 153 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 WH-1 FCO MS-1 6"AW CORRIDOR 151 KENNEL 6 150 KENNEL 4 146 KENNEL 2 143 KENNEL 1 145 KENNEL 3 147 KENNEL 5 149 CORRIDOR 152 DOG RUN 233 CORRIDOR 154 6"AWL FCO P2.8 P2.8 FCO6"AWL6"AWL 6"AWL 6"AWL 6"AWL6"AWL I.E. = 3.81' B.F.F. 4"AWL FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN EWH-2 CP-1 CS-1 TS-1 ET-1 TD-1 TD-1 TD-1 TD-1 TD-1TD-1TD-1TD-1 3"FD-2 TP-2 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-44"FD-44"FD-44"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-44"FD-44"FD-44"FD-4 HB-1 HB-1 HB-1 HB-1 P9.3 P9.3 YCO TWO-WAY CLEANOUT 4"AWL4"AWL 4"AWL4"AWL 4"AWL4"AWL4"AWL4"AWL4"AWL 4"AWL4"AWL4"AWL 4"AWL4"AWL 6"AWL 1 1/2"CW1 1/2"CW1 1/2"CW1"CW3/4"CW 3/4"CW 3/4"CW 3/4"CW 1"CW 1"CW 3/4"CW 1"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW P2.6 P9.4 P3.4 P9.5 SK-5 SK-5 SS-1 P2.6 P2.7 P2.6 P3.12 P3.4 P3.4 2"V 3"V 3"V V 9 3" V 10 3" 3/4"CW 3/4"HW 2"V 3"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V2"V 2"V 2"V 2"V 2"V 2"V2"V 2"V 2"V V 12 2" V 132" 2"V 2"V 2"V 2"V 2"V 2"V 3"V 2"V 3/4"HWR 3/4"HWR P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 P3.6 4"AWL 6"AWL FCO 1 1/2"CW 6"AWL P3.6 P3.6 P3.6 P3.6 PLUMBING GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF PIPING, DEVICES AND EQUIPMENT WITH BUILDING ELEMENTS AND THE WORK OF OTHER TRADES 2. CONTRACTOR SHALL COORDINATE WITH ALL TRADES/DISCIPLINES TO ENSURE PREVENTION OF ANY PLUMBING FIXTURES AND/OR PLUMBING INFRASTRUCTURE COLLIDING WITH OTHER DISCIPLINES. 3. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH THE STRUCTURAL ENGINEER FOR ANY CONFLICT WITH NEW PIPE ROUTING. 4. PROVIDE ACCESS PANELS IN LOCATIONS PRE-APPROVED BY THE ARCHITECT WHERE VALVES ARE INSTALLED ABOVE INACCESSIBLE CEILING. REFER TO PLUMBING GENERAL NOTE #15 ON SHEET P5.01 FOR ADDITIONAL INFORMATION. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:34 PMP3.02 ENLARGED PLUMBING PLANS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 P3.02 1/4" = 1'-0" 1 ENLARGED PLUMBING PLAN - KENNEL ▯PLUMBING KEYED NOTES P2.6 3" WASTE DOWN, 2" VENT UP. P2.7 4" WASTE DOWN, 2" VENT UP. P2.8 START INVERT ELEVATION AT 3'-0" B.F.F. P3.4 DROP AND EXTEND 3/4" HOT AND COLD WATER TO SERVE FIXTURE(S). P3.6 DROP AND EXTEND 3/4" COLD WATER TO SERVE FIXTURE(S). P3.12 DROP AND EXTEND 1" COLD WATER TO SERVE FIXTURE(S). P9.3 OWNER PROVIDE AND CONTRACTOR INSTALLED TRENCH DRAIN FLUSHING SYSTEM. P9.4 NEW ELECTRIC WATER HEATER (EWH). RE: DETAIL 17/P6.01. P9.5 PROVIDE LINE SIZE CIRCUIT IN HOT WATER RETURN LOOP BACK TO HOT WATER HEATER. №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE WC-2 L-4 TMV-1 3"FD-1 TP-1 WC-2 WC-2 U-2 3"FD-1 TP-1 ? L-4 TMV-1 WMB-1 3"FD-1 TP-1 FCO FCO GCO FCO FCO GCO 3"FD-1 TP-1 FS-3 TP-2 3"FD-1 TP-1 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 EDF-1 SH-2 SH-2 MS-1 3"FD-1 TP-1 3"FD-1 TP-1 WC-2 SK-2 SK-1 3"FD-2 TP-2 EWH-1 CP-1 CS-1 TS-1 ET-1 L-2 TMV-1 L-2 TMV-1 EDF-1SK-2 LT-1 L-2 TMV-1 U-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 FS-3 TP-2 SK-4 SK-3 2"FD-1 TP-2 WC-1 L-4 TMV-1 L-4 TMV-1 3"FD-3 TP-2 2"FS-1 TP-2 FCO TD-1 2" VTR 3" VTR 3" VTR 2" VTR 2" VTR 2" VTR 3" VTR 3" VTR TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:48 PMP4.01 PLUMBING RISERS AND SCHEMATICS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 P4.01 1 PLUMBING RISER - SANITARY №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TD-1 GCO 4"FD-4 4"FD-4 4"FD-4 4"FD-4 MS-1 SW-1 SI-1 GCO GCO GCO GCO 4"FD-4 4"FD-4 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 GCO FCO FCO SS-1 EWH-2 CP-1 CS-1 TS-1 ET-1 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 4"FD-4 SK-5 SK-5 4"FD-4 4"FD-4 6"AWL 6"AWL 6"AWL 6"AWL 4"AWL 6"AWL 4"AWL 6"AWL 6"AWL 6"AWL 4"AWL 4"AWL 4"AWL 4"AWL 6"AWL 4"AWL 6"AWL 4"AWL 4"AWL 3"AWL 4"AWL 4"AWL 6"AWL 6"AWL 6"AWL 4"AWL 2"V 2"V 2"V 3"V 3"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 3"V 3"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 3"VTR 3"VTR 2"VTR 2"VTR TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:14:54 PMP4.02 PLUMBING RISERS AND SCHEMATICS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALEP4.02 1 PLUMBING RISER - ANIMAL WASTE №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 HR-1 WC-2 L-4 TMV-1 WC-2WC-2 U-2 WH-1 WH-1 WH-1 WH-1 ? WH-1 L-4 TMV-1 HB-2 WMB-1 EDF-1 SH-2 SH-2 MS-1 WC-2 SK-2 SK-1 EWH-1 CP-1 CS-1 TS-1 ET-1 L-2 TMV-1 L-2 TMV-1 EDF-1SK-2 LT-1 MS-1 L-2 TMV-1 U-2 SS-1 SK-4 SK-3 WB-1 WB-1 EWH-2 CP-1 CS-1 TS-1 ET-1 SK-5 SK-5 WB-1 WC-1 L-4 TMV-1 L-4 TMV-1 HB-1 HB-1 HB-1 HB-1 HB-1 HB-1 HB-2 HB-2 HB-2 3/4"HW3/4"CW1/2"CW1/2"CW3/4"CW1 1/4"HW2"CW 2"CW 2"CW 1 1/4"HW 3/4"CW 1 1/4"HW 2"CW 2"CW 2"CW 1 1/4"HW 2"CW 3/4"CW 1 1/4"HW 1 1/4"HW 1 1/4"HW 1"CW 3/4"CW 1 1/4"HW3/4"CW 1 1/4"HW 1 1/4"HW 1"CW 1 1/4"HW 1 1/4"HW 2 1/2"CW 1 1/4"HW 1 1/4"HW3/4"CW 1 1/4"HW 1 1/4"HW 3/4"CW 3/4"HW3/4"CW3/4"CW3/4"HW2 1/2"CW 3/4"CW 1 1/4"HW 2 1/2"CW 1 1/4"HW 1 1/4"HW 1 1/4"HW 3/4"CW 3/4"HW 3/4"CW 1 1/4"HW 3/4"HW 3/4"CW 2"CW 2"CW 2"CW 2 1/2"CW 2 1/2"CW 1 1/4"HW 3"CW 1 1/4"HW 1 1/4"HW 3"CW 3"CW 3/4"CW 3/4"HW 1 1/4"CW 1 1/4"HW 3/4"HWR 3"CW3/4"CW 3/4"CW 3/4"CW 3/4"HW3/4"CW 1 1/4"HW 3/4"CW3/4"HW 3/4"CW 1 1/4"HW3/4"HW3/4"CW3/4"HW1 1/4"HW 3/4"CW 3/4"CW 1"CW 3/4"CW 3/4"CW 1 1/4"HW 3/4"CW 3/4"CW 1 1/2"CW 1 1/2"CW 1 1/2"CW 1 1/2"CW 1"CW 1 1/2"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW 1"CW 1"CW 3/4"CW 1"CW 3/4"CW 3/4"HW 3/4"HW 3/4"HW 3/4"CW 3/4"HW3/4"CW 3/4"CW 3/4"CW 1"CW 3/4"CW 3/4"HW GRT-1 GENERATOR 4,615 CFH GAS METER ASSEMBLY (PROVIDED BY GAS UTILITY COMPANY) GROUND LEVEL HEADER END CAP WITH GAUGE COCK AND TEST PLUG GAS SERVICE YARDLINE FROM GAS UTILITY MAIN BY GAS UTILITY COMPANY. TOTAL CONNECTED DEMAND IS 11,040 CFH TO SUPPLIED AT 5 PSI BUILDING SERVICE PRESSURE. 3/4" (5 PSI) -923 CFH FOR FUTURE EXPANSION GAS SHUT-OFF AND 5 PSI REGULATOR BY GAS UTILITY COMPANY. 2" (5 PSI) TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:15:00 PMP4.03 PLUMBING RISERS AND SCHEMATICS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALEP4.03 1 PLUMBING RISER - WATER NOT TO SCALEP4.03 2 PLUMBING RISER - GAS №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION. 2. CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS AS REQUIRED TO MAKE FINAL CONNECTIONS FOR ALL PLUMBING FIXTURES, EQUIPMENT AND RELATED ITEMS PROVIDED UNDER SEPARATE DIVISIONS. 3. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS AND ELEVATIONS OF PROPOSED POINTS OF CONNECTION WITH EXISTING BUILDING PLUMBING UTILITY LINES AND SITE CIVIL LINES PRIOR TO INSTALLATION OF ANY NEW WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE TO ALERT ARCHITECT AND ENGINEER OF GRADING CONFLICTS PRIOR TO COMMENCING INSTALLATION OF ANY WORK. 5. CONTRACTOR SHALL COORDINATE WITH STRUCTURAL CONDITIONS AS EXISTING AND PROVIDE PROPER PIPING INSTALLATIONS AS REQUIRED WITHOUT DAMAGE TO STRUCTURE. WHERE STRUCTURAL MODIFICATIONS ARE TO BE REQUIRED, CONTRACTOR SHALL FIRST RECEIVE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATING LOCATIONS AND ELEVATIONS OF ALL PLUMBING PIPING WITH OTHER TRADES PRIOR TO INSTALLATION. WHERE RELOCATIONS OF NEW WORK ARE REQUIRED TO CORRECT CONFLICTS WITH OTHER TRADES IT SHALL BE DONE AT NO ADDITIONAL COST TO OWNER. 7. ALL PIPE PASSING THROUGH FIRE RATED WALLS OR FLOOR SLAB SHALL BE SUPPORTED AT THE PENETRATION AND SHALL BE SEALED WITH APPROVED FIRE STOP MATERIALS AS SPECIFIED AND REQUIRED BY CODE AUTHORITIES HAVING JURISDICTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATING ALL PLUMBING PIPING SLEEVE LOCATIONS WITH ALL OTHER TRADES PRIOR TO INSTALLATION OF ANY PIPING OR SUPPORTS. 9. DO NOT SCALE PLUMBING DRAWINGS FOR FIELD ROUGH-IN WORK. CONTRACTOR SHALL REFER TO THE DIMENSIONED ARCHITECTURAL AND STRUCTURAL DRAWINGS TO FIELD DETERMINE EXACT LOCATIONS OF ROUGH-IN WORK. 10. SANITARY DRAINAGE PIPE 3" AND SMALLER SHALL HAVE A UNIFORM MINIMUM CONTINUOUS SLOPE OF 1/4 INCH PER FOOT OF RUN. DRAINAGE PIPE 4" AND LARGER SHALL SLOPE AT MINIMUM 1/8 INCH PER FOOT OF RUN. SLOPE ALL VENT PIPE MINIMUM 6" PER 100 FEET OF RUN. 11. STORM DRAINAGE PIPE SHALL HAVE A UNIFORM MINIMUM CONTINUOUS SLOPE OF 1/8 INCH PER FOOT OF RUN. SLOPES OF 1/4 INCH PER FOOT ARE PERMITTED WHERE NOTED ON PLAN OR AS REQUIRED. 12. PROVIDE FITTINGS FOR SANITARY DRAIN, WASTE AND WASTE PIPING SYSTEMS OF APPROVED DRAINAGE PATTERN AND LONG OR SHORT RADIUS TYPES AS REQUIRED AND APPROVED FOR USE IN COMPLIANCE WITH PLUMBING CODE REQUIREMENTS. 13. PROVIDE CLEANOUTS AT EACH CHANGE OF DRAINLINE DIRECTION GREATER THAN 45° AND IN COMPLIANCE WITH PLUMBING CODE REQUIREMENTS. 14. PROVIDE BRACING TO PREVENT AXIAL MOVEMENT FOR ALL DRAINAGE PIPING. PROVIDE RESTRAINTS AT ALL CHANGES IN DIRECTION AND AT ALL DIAMETER CHANGES GREATER THAN TWO PIPE SIZES. BRACES, BLOCKS, RODDING AND OTHER METHODS AS PRESCRIBED BY THE PIPE AND COUPLING MANUFACTURER SHALL BE ACCEPTABLE. 15. PROVIDE ISOLATING BALL VALVES FOR ALL BRANCHES OFF DOMESTIC WATER MAINS. ALL PLUMBING SYSTEM VALVES SHALL BE INSTALLED IN ACCESSIBLE CEILING SPACES. WHERE CEILING IS NOT ACCESSIBLE, OR SPACE IS CONFLICTING, VALVES SHALL BE INSTALLED IN PARTITIONS OR PIPE CHASES. PROVIDE MILCOR STYLE 'K' PAINTED STEEL HINGED ACCESS PANELS IN LOCATIONS PRE-APPROVED BY THE ARCHITECT. 16. ALL HOT WATER AND HOT WATER CIRCULATING PIPING SHALL HAVE 1" THICK FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND SELF SEALING LAP JOINT. 17. INSTALL EACH WATER HEATER AND ALL OTHER PLUMBING EQUIPMENT WITH ADEQUATE CLEARANCES FOR ACCESS BY SERVICE PERSONNEL AND WITH PROPER ORIENTATION FOR ELEMENT REMOVALS/REPLACEMENTS. 18. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATING LOCATIONS OF ALL SANITARY VENTS UP THROUGH ROOF TO MAINTAIN MINIMUM 25' CLEARANCE TO ANY BUILDING OUTDOOR AIR INLET. 19. CONTRACTOR SHALL STERILIZE ALL DOMESTIC WATER PIPING ACCORDING TO AMERICAN WATER WORKS ASSOCIATION (AWWA) SPECIFICATIONS. 20. SHOCK ARRESTORS SHALL CONFORM WITH THE REQUIREMENTS OF ASSE 1010 AND SHALL BE SIZED AND LOCATED PER PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201. ACCESS PANELS REQUIRED FOR FIXTURE GROUPS SHALL BE SIZED TO ALLOW SERVICE TO SHOCK ARRESTORS WHERE POSSIBLE. LOCATIONS AND SIZES OF REQUIRED ACCESS PANELS SHALL BE REVIEWED FOR APPROVAL BY THE ARCHITECT PRIOR TO INSTALLATION. 21. ALL CAST IRON FITTINGS AND INSTALLATION SHALL COMPLY WITH THE CAST IRON SOIL PIPE INSTITUTE (CISPI) STANDARDS. 22. FLASH FLOOR DRAINS IN FLOORS WITH TOPPING OVER FINISHED AREAS WITH 40 MIL PVC MEMBRANE, 10 INCHES CLEAR ON SIDES WITH MINIMUM 36 X 36 INCH SHEET SIZE. FASTEN WATERPROOFING MEMBRANE FLASHING TO DRAIN CLAMP DEVICE. SIZE 2" NPT 1 1/2" NPT 1 1/4" NPT 1" NPT 3/4" NPT 1/2" NPT SYMBOL 12-32 155-330 114-154 61-113 33-60 1-11 UNITS P.D.I. FIXTURE F E D C B A * SHOCK ARRESTOR SCHEDULE KEYED NOTES - RISER DIAGRAM DETAILS: PLUMBING RISER DETAILS FLOOR DRAINS1 33 2 8 WHERE REQUIRED DISTRIBUTION UNIT TP-1 8 8 7 TRAP PRIMERS (TP-2) REFER TO PLUMBING FIXTURE SCHEDULE FOR SOIL OR WASTE ROUGH-IN PIPE SIZE. MINIMUM SOIL OR WASTE DRAIN LINE SIZE (EXCEPT AS NOTED) FOR THIS FIXTURE. REFER TO PLUMBING FIXTURE SCHEDULE FOR SANITARY VENT ROUGH-IN PIPE SIZE. MINIMUM SANITARY VENT BRANCH SIZE (EXCEPT AS NOTED) FOR THIS FIXTURE REFER TO PLUMBING FIXTURE SCHEDULE FOR FIXTURE DRAIN ROUGH-IN PIPE SIZE. MINIMUM FIXTURE DRAIN AND TRAP SIZE (EXCEPT AS NOTED) FOR THIS FIXTURE REFER TO PLUMBING FIXTURE SCHEDULE FOR WATER PIPING ROUGH-IN PIPE SIZE. MINIMUM WATER SUPPLY BRANCH SIZE (EXCEPT AS NOTED) FOR THIS FIXTURE. SHOCK ARRESTOR INLET; REFER TO SHOCK ARRESTOR SCHEDULE FOR SIZE. LOCATION SHOWN HERE FOR INDIVIDUAL FIXTURE WILL VARY WHERE INCLUDED AS PART OF PLUMBING CHASE BATTERY OF PIPING. REFER TO RISER DIAGRAMS FOR BATTERY LOCATIONS. ARRANGE ALL WATER LINES TO GRAVITY DRAIN. WALL CLEANOUTS SHALL BE PROVIDED AT ALL END OF BATTERY OR END OF BRANCH LINE FIXTURES AND WHERE REQUIRED BY PLUMBING CODE OFFICIALS TO ASSURE COMPLETE ACCESS TO ALL PORTIONS OF DRAIN. SANITARY VENT PIPES SHALL CONTINUE TO CEILING OR HEADER TOGETHER AT MINIMUM 42" ABOVE FINISHED FLOOR. TRAP REFILL LINE; SEE PLUMBING DETAILS SHEET. EXTEND AND CONNECT TO FLOOR DRAIN TRAP AS SHOWN. AIR GAP FITTING; PROVIDE WHERE REQUIRED BY CODE.9 8 7 6 5 4 3 2 1 * PIPING RISER DIAGRAMS ILLUSTRATE SHOCK ARRESTORS FOR FIXTURE WATER PIPE OPENINGS. SHOCK ARRESTORS, WHERE USED, SHALL BE SIZED AS NOTED IN PLUMBING RISER DETAILS ON THIS SHEET OR PER PLUMBING CODE REQUIREMENTS, WHICHEVER PLACES THE MOST STRINGENT REQUIREMENT. SHOCK ARRESTORS SHALL HAVE LIFETIME WARRANTY AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE SUITABLE FOR INSTALLATION WITHOUT REQUIREMENT FOR ACCESS PANELS. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:15:08 PMP5.01 PLUMBING SCHEDULES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE I NSI DE DI AM E T E R AND BE T RAF F I C DUT Y. OF M ONOLI T H I C CONST RUCT I ON AT F LOO R AND F I RS T ST A GE OF W ALL AND BAF F LE W I T H SE CT I O NAL RI SE R T O RE QUI RE D DE PT H GR OSS E M PT Y W E I GH T OF I R ON C ONF O RM I N G T O AST M A48 -76 CLAS S 30 . M A NH OL E SH ALL H AVE 24" CONCRE T E : CLASS I / I I CONCRE T E W I T H D E SI GN ST RE NGT H OF 4 500 PSI A T 28 DAYS . UNI T I S RE I NF ORCE M E NT : G RADE 60 RE I NF ORCE D W I T H S T E E L RE B AR CO NF OR M I NG T O AST M A61 5 ON C. I . CAS T I NG S: M ANH OLE F RAM E S, COVE RS, OR GAT E S ARE M A NUF A CT UR E D O F GR E Y C AST R E QUI R E D C E NT E R S OR E QUA L. S T RUC T URAL DE S I GN S I BA SE D O N AA SH T O APPROX I M AT E LY I NDI CAT E D. SPE CI F I CAT I ONS: H 520 LOADI NG. 12" ELEVATION MONOLITHIC BAFFLE FL1 LIQUID SURFACE 4" SLEEVE OUTLET FL2 H 2" VENT 4" SLEEVE INLET 5'-9"1,500ST SC-1500 9'-2" 5'-8" 7'-0" 5'-6"150 16,050 NO. USGaI GPM WT ( LBS) L MODE L CAPACI TY F LOW RATE EM PT Y LENGT H SOLIDS INTE RCEPTOR SCHE DULE WIDTH W H HEIGHT FL1 INLET FL2 OUT LE T CO VER . ( TYP ICA L O F 2) CA ST IR O N FR A ME A N D CL W OUTLET 4" P VC D O U BL ETEE MA N IFO L D INLET PLAN VIEW 4" VENT 5"2/3 CAP1/3 CAP5" " SE RVI CE ALE RT PANE L" NOT I F I E S OF CLOGGE D F I LT E R W /AUDI BLE & V I SUAL ALARM ( 120V/5 AM P) CONCRETE EXT ENSION RINGS AS REQUIRED GRA DE 4" PVCDOUBLE TEE MANIFOLD REMOVABLE SS FILTER SCREEN 1/4" HOLES ON 5/16" CENTERS FILTER MAINT ENANCE PROBE 3" L TAPERED WALL F L O W F L O W FLOW SLEEVE FLOOR OPENING AND SEAL WATERTIGHT REFER TO PLAN FOR CONTINUATION REFER TO SPECIFICATIONS ACCESS PANEL FIN. FLOOR 24"MIN. 42"MAX. COLD WATER RISER 6" MIN. 36" MIN. DIELECTRIC UNION REF: CIVIL DRAWINGS INSULATE PIPING IN EXTERIOR WALLS AS PER SPECIFICATIONS FOR DISSIMILAR METALS BALL VALVE GATE VALVE OR FINISHED GRADE 3/4" WH-1 EXTERIOR WALL FITTING OR LONG SWEEP CONCRETE ENCASEMENT WHERE REQUIRED QUARTER BEND AT END LINE SIZE X 4" COMBINATION OF LINE CLEANOUT WITH COVER SEE SPECIFICATIONS. TRAFFIC LOAD BEARING AREAS SEWER MATERIAL AND SIZE AS ENCASE FITTING IN CONCRETE FOR ALL SPECIFIED. SEWER UP TO 4" DIA. EXTENSION - SAME SIZE AS SEE SPECIFICATIONS. PIPE LAID ON UNDISTURBED EARTH OR STABILIZED FILL. CONCRETE PAD FOR NATURAL GRADES & 1 1/2" ABV. GRADED EARTH FINISHED PAVING OR SIDEWALK SET TOP FLUSH WHEN IN WITH 4X4X4/4 WWM PROVIDE 18"x18"x6" THICK REINFORCING. FOR EXTERIOR CLEANOUTS PTP-81 CLEANOUT WITH COVER, SEE SPECIFICATIONS SET TOP FLUSH WHEN IN FINISHED PAVING OR SIDEWALK & 1 1/2" ABV. GRADED EARTH FOR NATURAL GRADES PROVIDE 54"x20"x6" THICK CONCRETE PAD WITH 4X4X4/4 WWM REINFORCING FOR EXTERIOR CLEANOUTS EXTENSION - SAME SIZE AS SEWER UP TO 4" DIA. SEWER MATERIAL AND SIZE AS SPECIFIED ENCASE FITTING IN CONCRETE FOR ALL TRAFFIC LOAD BEARING AREAS LINE SIZE X 4" COMBINATION FITTING OR LONG SWEEP QUARTER BEND AT END OF LINE CONCRETE ENCASEMENT WHERE REQUIRED PIPE LAID ON UNDISTURBED EARTH OR STABILIZED FILL. SEE SPECIFICATIONS. OR PROVIDE A MINIMUM 6" OF CONCRETE COVERAGE ALL AROUND NOTE: ALL FLOOR PENETRATIONS MUST BE SEALED WATER TIGHT. MAXIMUM 5" FROM EACH WALL FOR FLOOR CONSTRUCTION1" RE: TO ARCHITECTURAL PLANS WATER HEATER AND EQUIPMENT TO FUNNEL DRAIN. RE: TO ARCHITECTURAL PLANS ROUTE DRAIN LINE(S) FROM SHALL BE CHROME PLATED ALL EXPOSED PIPING AND FLOOR GRATE 2" NICKEL BRONZE FUNNEL ESCUTCHEON PLATE CHROME PLATED FOR WALL CONSTRUCTION AA A A 18" MIN. TEE A (SQ)B (SQ)PLUG 45°B6" MIN. UNDISTURBED NATURAL GROUND BEND BALL CONCRETE SHALL BE MIN. 5SK, 3000 P.S.I. BEND & TEE UNDISTURBED NATURAL GROUND 24" MIN.-12" & LARGER PIPE 18" MIN.-10" & SMALLER PIPE 16"24"16"11"21" 18"21"29"12" 16" 18" 20" 27" 30" 20" 24" 24" 27" 12" 12" 22" 24" 24" 27" 35" 38"16" 14" 19" 21" TEES22 1/2° BEND B A 8" 8" 10" 12" 14" 12" 16" 20" AB 7"6" 12" 10" 13" BA 7"6" 10" 13" 17" 9" A 6" 6" 8" 10" 10" 13" 16" 90° BEND BA 7"12" 10" 13" 17" 16" 22" 26"10" 8" 6" 2 1/2" SIZE 45° BEND 12" 14" 41" 48" 54" PLUGS B 14" 21" 29" 36" (TYP.) STUB-UP PVC PIPE ALL THREAD COUPLING (TYP.) WASHER (TYP.) CONCRETE SLAB QUICKBOLT (TYP.) ROD (1/2" MIN.) ALL THREAD PVC TO CAST IRON NO HUB ADAPTER FITTING CAST IRON HEX NUT (TYP.) PIPE RISER CLAMP CLAMP BOLT RISER FLOOR SINK (OR FLOOR DRAIN) INSTALL BELOW FINISHED FLOOR ELEV. AND SLOPE FLOOR DRAIN. REF: STRUCT. BRANCH VENT; REQUIRED FOR 1/2" TRAP REFILL INLET WHERE REQUIRED BRANCHES OVER 15' LONG SEEPAGE FLANGE; PROVIDE CLAMP COLLAR AND FLASHING FOR ALL IN MEMBRANE SLABS. 4" DEEP SEAL P-TRAP MAXIMUM LENGTH FOR UNVENTED FIXTURES 24" FINISHED FLOOR REF. ARCH. 1/2" RIGID CONNECTION TO DISTRIBUTION UNIT FOR TP IN OR UNDER CONCRETE SHALL BE COVERED WITH SOFT PLASTIC SHEET SLEEVE AND SHALL BE RUN IN BED OF CLEAN RUN BANK SAND. PITCH LINE DOWN AT UNIFORM SLOPE, FREE OF TRAPS OR SHARP BENDS. OR 1/2" SOFT COPPER TO TRAP REFILL LINES OF 1/2" O.D. TYPE 'K' SOFT COPPER. LINES SERVING UP TO FOUR TRAPS SINGLE TRAP. WHEN UNIT IS CONCEALED. BRACKET UNIT SECURE TO WALL OR SUPPORT. SPECIFIED SIZED TO PERMIT SERVICING PROVIDE WITH ACCESS PANEL AS TRAP PRIMER DISTRIBUTION UNIT. SUPPLY PIPE BRANCH OFF TOP OF COLD WATER 1/2" TRAP PRIMER SUPPLY PIPE PRACTICAL AS CLOSE TO MAIN AS MINIMUM 1/2" CW LINE 1/2" GATE VALVE, LOCATE TRAP PRIMER AS NOTED ON PLAN VACUUM WALL FLANGE ELBOW FITTING FLUSH VALVE RE: SPECIFICATIONS FINISHED WALL SURFACE COORDINATE ALL FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL PLANS RUN DIRECT TO WALL, KEEP COPPER TUBING SHORT AS POSSIBLE LINES BELOW FLOOR SLOPE, FREE OF TRAPS OR SHALL BE COVERED WITH SHARP BENDS. TYPE "K" COPPER, PITCH LINE DOWN AT UNIFORM OF CLEAN RUN BANK SAND. AND SHALL BE RUN IN BED SOFT PLASTIC SHEET SLEEVE 1/2" O.D. TYPE 'K' COPPER. TO DRAIN CONNECTION OFFSET IN VERTICAL TO AS STRAIGHT AS POSSIBLE MAKE UNDERGROUND RUN FEMALE TUBE BREAKER ASSEMBLY SEE FLOOR PLAN PRIMER INLET 1/2" TRAP REFILL DRAINLINE VERTICAL TRAP ORIENTATED TO OF WASTE TO VENT FOR CONTINUATION 1-1/2" 2-1/4" MIN 2" SINGLE PIPE (TYPICAL) MORE THAN ONE PIPE (TYPICAL) CLEVIS TYPE HANGER ALL THREAD HANGER ROD AND HARDWARE INSULATION PIPE HALF ROUND, GALVANIZED SHEET METAL SHIELD SECURE TO STRUCTURE CLEVIS TYPE HANGER ALL THREAD HANGER ROD AND HARDWARE INSULATION PIPE SECURE TO STRUCTURE TRAPEZE TYPE HANGER WITH STEEL CHANNEL (TYPICAL) ALL THREAD HANGER ROD AND HARDWARE INSULATION PIPE HALF ROUND, GALVANIZED SHEET METAL SHIELD SECURE TO STRUCTURE (TYPICAL) ALL THREAD HANGER ROD AND HARDWARE INSULATION PIPE GAUGE THICKNESS 14 1618 16 SHIELD LENGTH MIN. (IN.) 24 1218 121/4" - 3-1/2"4" 8" - 14" 5" - 6" NOMINAL SIZE PIPE MINIMUM PIPE SHIELD DIMENSIONS AT INSULATED PIPE 122416" - 24" NOTE: ENSURE TO SECURE PROTECTIVE INSULATION SHIELDS TO THE FULL CONTACT AREA WITH THE PIPE INSULATION WITH A 1/8" THICK COATING OF MASTIC. HALF ROUND, GALVANIZED SHEET METAL SHIELD TRAPEZE TYPE HANGER WITH STEEL CHANNEL (TYPICAL) HALF ROUND, GALVANIZED SHEET METAL SHIELD SECURE TO STRUCTURE (TYPICAL) PROSET TRAP GUARD TRAP DEVICE WATER 6-1/2" SQ. 18" AFF EXITERIOR WALL INSIDE WALL IN CONDITION SPACE FINISHED FLOOR WATER SUPPLY RISERS. 1/2" HOT & 1/2" COLDTO CLEANOUT ACCESS DOOR 2" FIN. FLR. 2" DEEP SEAL "P-TRAP" 8" 2" VENT 3" WASTE TO BELOW FLOOR 42" WASHING MACHINE SUPPLY BOX AS SPECIFIED 24" for Ice Machine 54" for Refrigerator 18" for undercounter ref or ice maker FIN. FLOOR 1/2" WATER SUPPLY COMPRESSION OUTLET ICE MAKER HOOK UP BOX AS SPECIFIED WB-1 HW CW HW MIXED HOT WATER OUTLET SET POINT AT 110° F 2.84" 3.21" LOCKING NUT H C POWERS SUPPORT DETAIL BY MIN. 6" LONG. SEE PLAN FOR GAS LINE SIZE PLAN LINE SIZE DIRT LEG BE FULL SIZE OF UNIT CONNECTION SHALL UNIT INLET WITH UNION GAS PRESSURE REGULATOR OR BALL VALVE STRAINER UNION PROVIDE PLUG COCK GAS SHUT-OFF VALVE (LINE SIZE) SEE SPEC. 16" FROM INLET EQUIPMENT RIGID PIPE TO MAXIMUM CONNECTION. FLEXIBLE CONNECTOR TO BE 18" LONG MAXIMUM RUN (FULL SIZE) GAS LINE SIZES SEE PLAN FOR SEE GAS PIPE PTP-42 DD D THERMOMETER BRACKET MOUNTED 2" GALV. ANGLEIRON SUPPORT DRAIN BELOW TANK DRAIN PIPE TO HUB SHEET METAL DRAIN PAN 18 GAL. GALV. 3/4" TREATED PLYWOOD ON WALL TEMPERATURE AND A.S.M.E. RATED AQUASTAT SET FOR PRESSURE RELIEF "ON" AT 115° AND "OFF" AT 120° VALVE UNION (TYP.) EWH-1 CP-1 FACE OF WALL VACUUM RELIEFVALVE FINSHED FLOOR PLAN 6 FEET (MINIMUM)2'-0" NOMINAL SECTIONS (TYPICAL) OPENING FOR WASHER-EXTRACTOR DISCHARGE CENTERED IN THIS PLATE SECTION END RAIL 1/4" ALUMINUM PLATE GALVANIZED BAR GRATING #12.208C.FG 6 FEET (MINIMUM) 4'-8"1'-4" 3" 11-7/8" 14" INVERT14-1/2" INVERT ELEVATION STAINLESS STEEL GUIDE ANGLES AND LINT SCREENS 15" INVERT 4" DIAMETER STAINLESS STEEL SEDIMENT CUP DRAIN OUTLET RE: PLANS WASHING MACHINE TRENCH DRAIN/LINT TROUGH, 12" CAST IN PLACE WITH PRE-SLOPED EPS FORMERS, GALVANIZED FRAME AND BAR GRATES, STAINLESS STEEL ANGLE AND FILTER SCREENS: ABT MODEL TS-12FG-2SSLS NOTE: SYSTEM IS BASED ON AN OVERALL 6'-0" LONG TRENCH (MINIMUM); RE: PLANS, LENGTH MAY EXCEED THIS AND ADJUSTMENTS MUST BE MADE AS REQUIRED. PLAN VIEW FRAME AT LINT SCREEN 6'-0" GALVANIZED RAIL END RAIL 1'-4" LINT SCREEN DIMENSIONS 11-7/8" 11-7/8"11-7/8" 1" PTP-79A TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:15:15 PMP6.01 PLUMBING DETAILS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALE1WATER PIPE ENTRY DETAIL NOT TO SCALE2CLEANOUT DETAIL NOT TO SCALE3TWO-WAY CLEANOUT (TWCO) DETAIL NOT TO SCALE5TYPICAL FUNNEL AND DRAIN DETAIL NOT TO SCALE11THRUST BLOCK NOT TO SCALE6PVC TO CAST IRON SUPPORT DETAIL NOT TO SCALE4FLOOR DRAIN DETAIL NOT TO SCALE8TRAP PRIMER DETAIL (TP-2) NOT TO SCALE7TRAP PRIMER DETAIL (TP-1) NOT TO SCALE9TYPICAL INSULATED PIPE HANGER INSULLATION NOT TO SCALE10TRAP GUARD DETAIL NOT TO SCALE12WALL HYDRANT DETAIL WH-1 NOT TO SCALE13WASHING MACHINE WALL BOX (WMB-1) NOT TO SCALE14ICE MAKER SUPPLY BOX NOT TO SCALE15THERMOSTATIC MIXING VAVLE NOT TO SCALE16GAS EQUIPMENT CONNECTION NOT TO SCALE17WATER HEATER DETAIL NOT TO SCALE18LAUNDRY DRAINAGE TRENCH SYSTEM DETAIL NOT TO SCALE19SOLIDS INTERCEPTOR (SI-1) №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE CONDENSATE DRAIN LINE CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN REFRIGERANT PIPING SIZED BY MFR. E D KC B A ABBREVIATIONS J I H G R PIPING TYPES BOILER BELOW COUNTER BACK OF CURB BELOW FINISHED FLOOR BUTTERFLY VALVE BOX HYDRANT BUILDING BENCHMARK BOTTOM OF FOOTING BOTTOM OF STRUCTURE BACKFLOW PREVENTER BRITISH THERMAL UNIT BALL VALVE BACK WATER VALVE CELSIUS CABINET CATCH BASIN CONDENSATE DRAIN LINE CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHILLER CHILLED WATER RETURN CHILLED WATER SUPPLY CHILLED WATER CHILLED WATER PUMP CAST IRON CIRCULATING CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN COMBINATION COMPRESSOR CONCRETE, CONCENTRIC CONDENSER, CONDENSATE CONNECTION CONTINUOUS,CONTINUATION CENTER COPPER DEPTH, DRAIN, DRYER DRY BULB DIRECT CURRENT DIRECT DIGITAL CONTROL DUAL DUCT MIXING BOX DESIGNATION DETAIL DIAMETER DIFFUSER DIMENSION DISCONNECT DOWN DAMPER DISHWASHER DRAWING DOMESTIC WATER HEATER DOMESTIC WATER PUMP DIRECT EXPANSION EACH ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR ECCENTRIC ENTERING DRY BULB ELECTRIC DUCT HEATER EXHAUST FAN EFFICIENCY EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE ENGINEER EQUAL EQUIPMENT EXTERNAL STATIC PRESSURE EXPANSION TANK EXISTING TO REMAIN EVAPORATOR ENTERING WET BULB ENTERING WATER TEMPERATURE EXPLOSION PROOF EXTERNAL EXISTING KEC KO KVA KW JB JP ID IE IH IN INSUL INT INV IW HORIZ HP HSTAT HT HTG HTR HW HWP HWR HWS HX HZ G GA GAL GALV GC GLV GND GPM GV RA RAD RAF RAG RAT RCP RD RE RED REFR REG REINF REQD REV RH RHG RL RLA RM RPM RS RTU RV SUPPLY AIR SUPPLY AIR FAN SUPPLY AIR GRILLE SANITARY SEWER SUPPLY AIR REGISTER STEAM CONDENSATE SCHEDULED STORM DRAIN SECONDARY SECTION SENSIBLE SQUARE FEET SPRINKLER FLOOR CONTROL STATION SHOWER SHEET SIMILAR SINK SHEETMETAL STATIC PRESSURE, SUMP PUMP SPECIFICATION SPRINKLER SQUARE SERVICE SINK SOLID STATE SPEED CONTROL STANDARD STEEL STRAINER SURFACE SUSPEND SANITARY VENT SOFT WATER CD CHS CHR HWS HWR CWS CWR REF AIR (COMPRESSED) ABOVE AIR CONDITIONING ALTERNATING CURRENT, AIR COMPRESSOR AIR COOLED CHILLER AIR COOLED CONDENSING UNIT ACCESS DOOR, AREA DRAIN ADJUSTABLE AIR FILTER ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE AIR HANDLING UNIT ALUMINUM AMBIENT ACCESS PANEL AIR PRESSURE DROP ARCHITECT, ARCHITECTURAL AIR SEPARATOR AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR- CONDITIONING ENGINEERS AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY OF TESTING AND MATERIALS ACID VENT, AIR VENT AVERAGE ACID WASTE AMERICAN WELDING SOCIETY AUXILIARY A ABV A/C AC ACCH ACCU AD ADJ AF AFC AFF AFG AHRI AHU AL AMB AP APD ARCH AS ASHRAE ASME ASTM AV AVG AW AWS AUX B BC B/C BFF BFV BH BLDG BM BOF BOS BP BTU BV BWV C CAB CB CD CFM CFS CH CHR CHS CHW CHWP CI CIRC CL CLG CLR CMU COL COMB COMP CONC COND CONN CONT CTR CU D DB DC DDC DDMB DESIG DTL DIA DIFF DIM DISC DN DPR DW DWG DWH DWP DX EA EAT EC ECC EDB EDH EF EFF EJ EL ELEC EMERG ENCL ENGR EQ EQUIP ESP ET ETR EVAP EWB EWT EX EXT EXTG F FBO FCO FCS FCU FD FDC FDV FH FHC FHR FLA FLEX FLR FPTU FT FUT FAHRENHEIT, FIRE FURNISHED BY OTHERS FLOOR CLEAN OUT FLOOR CONTROL STATION FAN COIL UNIT FLOOR DRAIN, FIRE DAMPER FIRE DEPARTMENT SIAMESE CONNECTION FIRE DEPARTMENT VALVE FIRE HYDRANT FIRE HOSE CABINET FIRE HOSE RACK FULL LOAD AMPS FLEXIBLE FLOOR FAN POWERED TERMINAL UNIT FOOT, FEET FUTURE F GAS GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GLOBE VALVE GROUND GALLONS PER MINUTE GATE VALVE M N L N.C. NFPA NIC N.O. NO. NTS MAT MAX MBTUH MC MECH MFR MH MI MIN MP MS MTD MU MVD MSAH MSCU L LAT LAV LF LP LRA LVL LWB LWCO LWT HORIZONTAL HORSEPOWER HUMIDISTAT HEIGHT HEATING HEATER HOT WATER HEATING WATER PUMP HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HERTZ INSIDE DIAMETER INVERT ELEVATION INFRARED HEATER INCH INSULATION INTERNAL, INTERIOR INVERT INDIRECT WASTE JUNCTION BOX JOCKEY PUMP KITCHEN EQUIPMENT CONTRACTOR KNOCKOUT KILOVOLT- AMPS KILOWATT LENGTH LEAVING AIR TEMPERATURE LAVATORY LINEAR FEET LOW PRESSURE LOCKED ROTOR AMPS LEVEL LEAVING WET BULB LOW WATER CUT OFF LEAVING WATER TEMPERATURE MIXED AIR TEMPERATURE MAXIMUM THOUSAND OF BTU'S MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER MANHOLE MALLEABLE IRON MINIMUM MEDIUM PRESSURE MOP SINK MOUNTED MAKE-UP MANUAL VOLUME DAMPER MINI-SPLIT AIR HANDLER MINI-SPLIT CONDENSING UNIT NORMALLY CLOSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN NUMBER NOT TO SCALE Q P O OA OAF OAHU OBD OC OD OFCU OPG OS&Y PG PP PPM PRI PRS PRV PSF PSI PSIG PV PVC QTY OUTSIDE AIR OUTSIDE AIR FAN OUTSIDE AIR HANDLING UNIT OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER, OVERFLOW DRAIN OUTSIDE AIR FAN COIL UNIT OPENING OPEN STEM AND YOLK PRESSURE GAUGE POLYPROPYLENE PART PER MILLION PRIMARY PRESSURE REDUCING STATION PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE PLUG VALVE POLYVINYL CHLORIDE QUANTITY RETURN AIR REFRIGERATED AIR DRYER RETURN AIR FAN RETURN AIR GRILLE RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF DRAIN REFERENCE, REFER REDUCER REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION, REVISE RELATIVE HUMIDITY REFRIGERANT HOT GAS REFRIGERANT LIQUID RUNNING LOAD AMPS ROOM REVOLUTIONS PER MINUTE REFRIGERANT SUCTION ROOFTOP UNIT RELIEF VALVE SA SAF SAG SAN SAR SC SCHED SD SEC SECT SENS SF SFCS SH SHT SIM SK SM SP SPEC SPR SQ SS SSSC STD STL STR SURF SUSP SV SW S W Y Z V U T TC TCC TD TDH TF TH BLK THERM TMV TP TPD TSP TSTAT TW TYP U UCD UG UH UL UNO U/F U/S V VA VAC VAV VB VD VEL VERT VFD VIB VOV VP VR VTR W W/ W/O WB WC WCO WH WM WP WPD WWF Y Z TEMPERATURE CONTROL TEMPERATURE CORNEAL COMPRESSOR TRENCH DRAIN TOTAL DYNAMIC HEAD TRANSFER FAN THRUST BLOCK THERMOMETER THERMOSTATIC MIXING VALVE TRAP PRIMER TRAP PRIMER DEVICE TOTAL STATIC PRESSURE THERMOSTAT TEMPERED HOT WATER TYPICAL URINAL UNDER CUT DOOR UNDERGROUND UNIT HEATER UNDERWRITERS LABORATORIES, INC UNLESS NOTED OTHERWISE UNDERFLOOR UNDERSLAB VOLT VOLT- AMPERE VACUUM VARIABLE AIR VOLUME VALVE BOX, VACUUM BREAKER VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VALVE IN BOX VALVE ON VERTICAL VACUUM PUMP VARIABLE AIR VOLUME REHEAT VENT THRU ROOF WATT, WIDTH WITH WITHOUT WET BULB WATER CLOSET WALL CLEAN OUT WALL HYDRANT WATER METER WEATHERPROOF WATER PRESSURE DROP WELDED WIRE FABRIC YARD HYDRANT ZONE DUCTWORK MECHANICAL GENERAL NOTES DRAWING/DETAIL REFERENCE KEY RE:1 /M5.01 REFER TO DRAWING/ DETAIL NUMBER SHEET NUMBER M5.01 1 WALL MOUNTED SENSOR TYPES T H C CO N THERMOSTAT HUMIDISTAT CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR NITROGEN DIOXIDE SENSOR AIR DEVICE TYPES SQUARE SUPPLY AIR CEILING DIFFUSER SQUARE RETURN AIR CEILING DEVICE SQUARE EXHAUST AIR CEILING DEVICE ROUND SUPPLY AIR CEILING DEVICE A 10"ø 225 CFM AIR DEVICE TYPE (RE: SCHEUDLE) NECK SIZE AIRFLOW RATE RECTANGULAR SUPPLY OF RETURN SIDEWALL GRILLE SUPPLY OR RETURN AIR SLOT CEILING DEVICE ANALOG INPUT ANALOG OUTPUT DIGITAL/BINARY INPUT DIGITAL/BINARY OUTPUT ON-OFF MOTORIZED DAMPER MODULATING TYPE MOTORIZED DAMPER AIR FLOW MEASURING STATION CONTROL VALVE MODULATING TYPE VARIABLE FREQUENCY DRIVE CURRENT SENSING RELAY FREEZESTAT HIGH STATIC LIMIT STATIC PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSDUCER FLOW METER FLOW SWITCH DISCHARGE AIR TEMPERATURE SENSOR WALL SENSOR THERMOSTAT CARBON DIOXIDE SENSOR SET POINT SUPPLY AIR RETURN AIR OUTSIDE AIR HEATING COIL COOLING COIL DIRECT EXPANSION COOLING COIL PRESSURE INDEPENDENT CHARACTERIZED CONTROL VALVE AIRFLOW CROSS DIFFERENTIAL PRESSURE SWITCH AI AO DI/BI DO/BO MD MMD AFMS MCV VFD CSR FRZ HSL SPT DPT FM FS DAT S T CO2 SP S/A R/A O/A HC CC DX PICCV AFC DPS CONTROLS SCHEMATIC SYMBOLS LEGEND M FSD FD VD SD OPPOSED BLADE VOLUME DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER MOTORIZED DAMPER SUPPLY OR OUTSIDE AIR DUCT UP DUCT CONTINUATION 20"x14"SUPPLY AIR DEVICE FLEXIBLE DUCT CONNECTION ROUND DUCT (BRANCH) ROUND DUCT TAP SUPPLY OR OUTSIDE AIR DUCT DOWN TURNING VANES DUCTWORK TEE SLOT DIFFUSER W/PLENUM CONNECTION VD VD RECTANGULAR DUCT SIZE (WIDTH x HEIGHT) RECTANGULAR DUCT TAP $ON/OFF SWITCH DEMOLISHED UP TO LOCATION INDICATED CONNECT NEW TO EXISTING AT LOCATION INDICATED EXISTINGDEMO EXISTINGNEW 1. PIPING AND DUCTWORK SHOWN ON PLANS ARE SCHEMATIC ONLY. COORDINATE WITH OTHER TRADES FOR PIPING AND DUCTWORK ROUTING. OFFSET AND RUN PIPING DUCTWORK INSIDE THE STRUCTURE IF REQUIRED. PROVIDE ALL NECESSARY PIPING, DUCTWORK, FITTING, INSULATION, AND OTHER ACCESSORIES IN ORDER TO COMPLETE THE INSTALLATIONS. 2. EXACT LOCATIONS OF EQUIPMENT, GRILLES, AND DAMPERS SHALL BE FIELD COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND ALLOW ADEQUATE CLEARANCES. 3. EQUIPMENT SIZES, DIMENSIONS, AND REQUIRED CONNECTIONS SHALL BE VERIFIED WITH THE MANUFACTURER DRAWINGS AND CUTSHEETS BEFORE FABRICATING OF DUCTWORK, PIPING, OR POURING OF CONCRETE HOUSEKEEPING PADS. 4. SHEET METAL INLET DUCTS TO VAV TERMINAL UNITS SHALL BE SAME SIZE AS THE BOX INLET SIZE. PROVIDE RIGID ROUND DUCT THAT IS ONE SIZE LARGER THAN THE INLET BOX SIZE IF THE DISTANCE BETWEEN THE MAIN DUCT AND THE VAV BOX IS MORE THAN 6'-0". 5. PROVIDE CONICAL SPIN-IN CONNECTOR FOR ALL ROUND DUCT CONNECTIONS TO VAV TERMINAL UNITS. 6. INSTALL EQUIPMENT TO ENSURE ACCESS PANELS ARE NOT BLOCKED. ACCESS FOR SERVICE MUST BE PROVIDED. 7. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. 8. DUCT SIZES SHOWN ON PLANS ARE CLEAR INSIDE DIMENSIONS. 9. PROVIDE RECTANGULAR BRANCH DUCT TAP FOR ALL RECTANGULAR DUCT CONNECTIONS TO RECTANGULAR DUCT TRUNKS. 10. ALL DUCTWORK AND ASSOCIATED ACCESSORIES SHALL BE CONSTRUCTED TO MEET THE LATEST SMACNA STANDARDS FOR HVAC DUCT CONSTRUCTION. 11. ALL OUTSIDE AIR, SUPPLY AIR, AND RETURN AIR DUCTWORK AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND SHALL BE INSULATED WITH A MINIMUM OF R-8 INSULATION WHERE LOCATED OUTSIDE THE BUILDING. REFER TO SPECIFICATION 23 07 13 DUCT INSULATION FOR FURTHER INFORMATION AND ADDITIONAL REQUIREMENTS. 12. ALL DUCTWORK SHALL BE CONSTRUCTED TO SEAL CLASS 'A' AS REFERENCED IN SMACNA STANDARDS. ALL NON-WELDED JOINTS AND SEAMS SHALL BE SEALED. THIS INCLUDES BUT IS NOT LIMITED TO TRANSVERSE JOINTS, LONGITUDINAL SEAMS, DUCT WALL PENETRATIONS, SPIN-INS, TAPS, AND OTHER BRANCH CONNECTIONS, ACCESS DOORS, ACCESS PANELS, AND DUCT CONNECTIONS TO EQUIPMENT. OPENINGS FOR ROTATING SHAFTS SHALL ALSO BE SEALED WITH BUSHINGS. REFER TO SPECIFICATION 23 31 13 METAL DUCTWORK FOR FURTHER INFORMATION. 13. ALL EXPOSED DUCTWORK AND PIPING WITH ASSOCIATED ACCESSORIES IN AREAS WITH NO CEILING OR PARTIAL CEILING SHALL BE PAINTED. REFER TO ARCHITECT FOR COLOR. 14. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ACTUAL INSTALLATION OF TEMPERATURE SENSORS AND HUMIDITY SENSORS. 15. PROVIDE REMOTE SPIN-IN DAMPER OPERATOR FOR SPIN-IN CONNECTIONS AND VOLUME DAMPERS LOCATED OVER GYPSUM CEILINGS. 16. PROVIDE AIRFOIL TYPE TURNING VANES IN ALL 90 DEGREE ELBOWS. 17. PROVIDE INSULATED ACCESS DOORS FOR DUCTWORK DOWNSTREAM OF AIR HANDLING UNITS AT EVERY 20'-0" TO FACILITATE DUCT CLEANING. PROVIDE ACCESS DOORS WITHIN 5'-0" OF EACH ELBOW. 18. COORDINATE LOCATIONS OF FLOOR AND WALL OPENINGS WITH ARCHITECT AND STRUCTURAL ENGINEER. 19. ALL CEILING MOUNTED AND WALL MOUNTED AIR DEVICE FINISHES SHALL MATCH ADJACENT ARCHITECTURAL SURFACE. CONTRACTOR SHALL COORDINATE COLOR WITH ARCHITECT. 20. NO PIPE HANGERS SHALL BE SPACED MORE THAN 10'-0" O.C. COMPLY WITH PIPE SPACING AS SPECIFIED IN THE PIPING SUPPORT SPECIFICATIONS. 21. ALL PIPING LOCATED INSIDE BUILDING SHALL BE SUPPORTED FROM THE STRUCTURE WITH SADDLE OR TRAPEZE HANGERS WITH ADJUSTABLE CLEVIS OR THREADED RODS. 22. MECHANICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL OUTSIDE AIR INTAKES TO MAINTAIN 15 FEET DISTANCE BETWEEN OUTSIDE AIR INTAKES AND ANY EXHAUST AIR OUTLET, FLUES OR PLUMBING VENTS. 23. MECHANICAL CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR FOR ALL CONDENSATE DRAIN PIPES CONNECTING TO A SINK DRAIN TAIL PIECE. 24. ALL KITCHEN GREASE EXHAUST DUCTWORK SHALL BE CONTINUOUSLY WELDED 16 GA. CARBON STEEL. ALL GREASE EXHAUST DUCTS SHALL BE WRAPPED WITH 3M 2 HR. FIRE RATED WRAP OR INSTALLED WITHIN A FIRE RATED ENCLOSURE. TH THERMOSTAT/HUMIDITY SENSOR TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:13:03 PMM0.01 MECHANICAL SYMBOL LEGEND 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE SALLY PORT 127 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 CORRIDOR 110 IT ROOM 137 COPY/ WORK ROOM 103 WORK / MEDICAL AREA 133MECHANICAL/ ELECTRICAL 132 MENS RESTROOM 106 KENNEL TECH OPEN AREA 119 RABIES QUARANTINE 118 ANIMAL CONTROL OFFICERS 115 WOMENS RESTROOM 126 FILE ROOM 104 RECEPTION 101 MENS RESTROOM 121 CORRIDOR 109 LOBBY 102 CATS 142 TRAINING ROOM 107 TRAINING ROOM 108 WOMENS RESTROOM 114 CORRIDOR 116 KENNEL 3 147 KENNEL 1 145KENNEL 5 149 QUARANTINE 1 153 OAHU_1 OAHU_2 OACU_1 OACU_2 HVLS-1 EF-1 EF-2 DFCU_1 DACCU-1 FCU-2 FCU-1 FCU-3 ACCU_1ACCU_2ACCU-3 10"øA240 CFM TYP.2 8"øA200 CFM 8"øA200 CFM 6"øA120 CFM 8"x8"B 8"x8"B 190 CFM 12"x12"B 8"øA200 CFM TYP.2 8"øA150 CFM 12"x12"B 8"øA150 CFM TYP.4 8"øA150 CFM TYP.4 12"x12"B 12"x12"B 8"x8"B 6"øA100 CFM 15"x15"B 8"øA140 CFM 8"øA180 CFM 10"øA320 CFM 8"øA175 CFM 6"øA100 CFM 6"øA120 CFM 8"øA165 CFM 6"øA100 CFM 8"øA200 CFM 8"x8"B 135 CFM 6"øA120 CFM 8"x8"B 145 CFM 8"x8"B 190 CFM 10"x10"B 280 CFM 8"x8"B 150 CFM 8"x8"B 150 CFM 8"x8"B 150 CFM 8"x8"B 150 CFM 10"x10"B TYP. 2 8"x8"B 140 CFM 8"øA205 CFM 8"øA205 CFM 6"øA40 CFM EUTHANASIA ROOM 135 DRUG STORAGE 134 CUST. 138 8"øA130 CFM 8"øA130 CFM 6"øA115 CFM 10"øA235 CFM 10"øA235 CFM 8"øA140 CFM 8"øA150 CFM 10"x10"B 225 CFM DRY STOR. 139 16"x16"B 785 CFM 8"x8"B 210 CFM 6"x6"B 50 CFM 8"øA150 CFM 8"øA200 CFM 12"øA350 CFM 8"øA150 CFM 18"x12"C 225 CFM 18"x12"C 225 CFM 6"øA100 CFM 18"x12"D 6"øA100 CFM 6"øA100 CFM 22"x22"B 1700 cfm 1500 cfm 1465 cfm 1350 cfm 120 cfm 200 cfm 115 cfm 6"ø6"ø 195 cfm WL_1-2 WL_1-3 WL_1-1 WL_1-4 WL_1-5 12"x12"B 710 CFM 12"x12"B 710 CFM 12"x12"B 710 CFM 12"x12"B 710 CFM 15"x15"B 710 CFM 12"x12"B 710 CFM 6"x6"B 85 CFM 6"x6"B 85 CFM 12"x12"B 710 CFM 15"x15"B 710 CFM 8"øA180 CFM 8"øA175 CFM 8"øA175 CFM 8"øA190 CFM 6"øA100 CFM 6"øA100 CFM 14"øA660 CFM 14"øA660 CFM 14"øA660 CFM 14"øA660 CFM 14"øA660 CFM 14"øA660 CFM 14"øA660 CFM 3010 CFM 2840 CFM 26"x16" 24"x16"48"x16"46"x16"36"x16"16"x16" M M M M M M M 1200 cfm WL_1-7 15"x15"EF-3 CO N WL_1-6 M4.13 M4.14 M3.9 M3.8 1500cfm 10"x12"10"x10"16"x14"8"x8"B 140 CFM10"x10"20"x10"16"x10"8"x10"16"ø22"x22"B 22"x22"B B (TYP.2)10"ø18"x14"14"x14"12"x12"8"ø 16"x14"14"x10"10"x10"10"x10"B 10"x10"B10"ø8"ø18"x14"8"ø12"x12"12"x12"18"x12"18"x14"14"x12"10"x10"14"x14"10"x10"16"x14" 12"x12"16"x16"10"x10"6200 1685 cfm 4515 cfm 5850 36"x16"28"x16" 16"x16" 10"x10" 14"øA660 CFM 16"x16"8"x8"16"x16" 16"x16" RTU-1 12"x10"M1.1 M1.1 M1.1 M1.1 M1.3 M1.3 M1.3 M1.3 M1.3 M1.3 3/4"ø-CON 3/4"ø-CON 3/4"ø-CON M2.2 M2.5 M2.7 M2.7 M2.7 M4.9 M4.10 M4.15 M4.15 M4.15 M4.15 M4.15 M2.4 TH TH TH M3.3 M3.3 TH TH TH M3.3 M3.3 M3.3 M3.6 M3.7 M3.7 M3.7 M3.7 M1.3 16"x12"16"x16"16"x14"8"x10"16"x16"16"x16"1350cfm 14"x12"14"x12"20"x10"16"x14"16"x14"16"x14"1700cfm 1550cfm 14"x12"16"x16"3/4"ø-CON 3/4"ø-CON M3.10 DFCU-2 M2.5 M4.10 M3.6 DACCU-2 M2.7 M3.3 3/4"ø-CON 3/4"ø-CON 3/4"ø-CON M2.2 M2.2 FD FD FD FD FD FDFDFDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD MENS RESTROOM 121 LAUNDRY ROOM 120 DRY STOR. 139 KENNEL 1 145 KENNEL 3 147 CORRIDOR 144 KENNEL 5 149 DOG RUN 488 CORRIDOR 154 DOG RUN 233 DOG WASH 130 EQUIPMENT STORAGE 128 TRAPS STORAGE 129 ADOPTION ROOM 117 ADOPTION ROOM 141 DOG RUN 230 DOG RUN 231 KENNEL 2 143 KENNEL 4 146 CORRIDOR 151 KENNEL 6 150 CORRIDOR 152 STORAGE 105 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122 SHOWER 123SHOWER 124 CORRIDOR 148 8"x12"M1.5 8"ø10"x10"B 8"ø 1 1/2"ø-CON M1.6 CHANGE IN ELEVATION FD EUH-1 EUH-2 T T TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:23:14 PMM2.11 LEVEL 1 MECHANICAL PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00▯MECHANICAL KEYED NOTES M1.1 PROVIDE SPIN-IN FITTING WITH LOCKING QUADRANT BUTTERFLY DAMPER FOR ALL ROUND DUCT CONNECTIONS TO RECTANGULAR DUCT. TYPICAL. RE: 05/M6.01. M1.3 PROVIDE LOUVER AT APPROXIMATE LOCATION SHOWN. REFER TO EQUIPMENT SCHEDULE AND CONFIRM WITH ARCHITECTURAL FOR FINAL DIMENSIONS, ELEVATION, AND FINISH. PROVIDE 18" DEEP SHEET METAL PLENUM AT BACK OF LOUVER FOR DUCT ATTACHMENT. RE: DETAIL 11&12/M6.01. M1.5 ROUTE DRYER EXHAUST TO EXTERIOR WALL AND TERMINATE WITH DRYER VENT CAP AT 12" A.F.F. PROVIDE DRYER WALL BOX AT DRYER FLEXIBLE DUCT CONNECTION. M1.6 ROUTE KITCHEN EXHAUST TO EXTERIOR WALL AND TERMINATE WITH EXHAUST WALL CAP WITH INTEGRAL BDD. M2.2 ROUTE 3/4" CONDENSATE DRAIN LINE FROM FAN COIL UNITS TO PLUMBING TAILPIECE LOCATED BELOW LAVATORY. COORDINATE EXACT CONNECTION LOCATION WITH PLUMBING. M2.4 ROUTE CONDENSATE DRAIN LINE FROM ROOFTOP UNIT DOWN INTO BLDG AND TO PLUMBING FLOOR DRAIN IN APPROXIMATE LOCATION AS SHOWN. SLOPE PIPE 1/8" PER FOOT. SIZE AS INDICATED. FIELD COORDINATE EXACT ROUTING. RE: DETAIL 22/M.601. M2.5 ROUTE REFRIGERANT PIPING FROM WALL MOUNTED DUCTLESS FAN COIL UNIT TO ASSOCIATED AIR COOLED CONDENSING UNIT. REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. FIELD COORDINATE EXACT ROUTING. RE: DETAIL 19/M6.01. M2.7 ROUTE REFRIGERANT PIPING FROM AIR COOLED CONDENSING UNITS TO THE NEAREST EXTERIOR WALL AND INTO BLDG AND CONNECT TO ASSOCIATED INDOOR UNIT. PROVIDE 16 MIL ALUMINUM JACKETING ON ALL OUTDOOR REFRIGERANT PIPING. REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. FIELD VERIFY EXACT PIPING ROUTING. RE: DETAIL 19/M.601. M3.3 PROVIDE COMBINATION TEMPERATURE/HUMIDITY SENSOR AT APPROXIMATE LOCATION SHOWN. SENSOR SHALL BE INSTALLED AT SAME ELEVATION AS LIGHT SWITCHES. COORDINATE FINAL LOCATION WITH ARCHITECT AND OTHER TRADES TO AVOID CONFLICTS. M3.6 PROVIDE WIRED WALL MOUNTED CONTROLLER FOR DUCTLESS AIR CONDITIONING UNIT. CONTROLLER SHALL BE PROVIDED BY DUCTLESS AIR CONDITIONING UNIT MANUFACTURER. INSTALL AT SAME ELEVATION AS LIGHT SWITCHES. COORDINATE FINAL LOCATION WITH ARCHITECT AND OTHER TRADES TO AVOID CONFLICTS. M3.7 PROVIDE MOTORIZED DAMPER INTERLOCKED WITH MECHANICAL EQUIPMENT SHOWN ON PLANS. DAMPER SHALL BE OPEN WHEN EQUIPMENT IS ON AND SHUT WHEN EQUIPMENT IS OFF. M3.8 PROVIDE NITROGEN DETECTOR AT 1' 0" AFF. DETECTOR SHALL BE AIRTEST MODEL TR-3200 OR APPROVED EQUAL. EF 1-3 SHALL MODULATE FROM LOW TO HIGH SPEED WHEN A CONCENTRATION OF 1PPM IS DETECTED. AN AUDIO AND VISUAL ALRM WILL SOUND WHEN A CONCENTRATION OF 3PPM IS DETECTED. DETECTOR SHALL BE INSTALED PER MANUFACTURERS RECOMMENDATIONS AND CALIBRATED ANUALLY. M3.9 PROVIDE CARNBON MONOXIDE DETECTOR AT 5' 0" AFF. DETECTOR SHALL BE AIRTEST MODEL TR-2000 OR APPROVED EQUAL. EF 1-3 SHALL MODULATE FROM LOW TO HIGH SPEED WHEN A CONCENTRATION OF 25PPM IS DETECTED. AN AUDIO AND VISUAL ALRM WILL SOUND WHEN A CONCENTRATION OF 100PPM IS DETECTED. DETECTOR SHALL BE INSTALED PER MANUFACTURERS RECOMMENDATIONS AND CALIBRATED ANUALLY. M3.10 PROVIDE CT-2100 DUAL CHANNEL CONTROLLER TO INTEGRATE BOTH GAS DETECTION SENSORS. CONTROLLER SHALL PROVIDE 0-10V SIGNAL TO EF-3. M4.9 PROVIDE PACKAGED ROOFTOP UNIT ON ROOF AT APPROXIMATE LOCATION SHOWN. PROVIDE UNIT WITH ROOF CURB TO MATCH ROOF SLOPE. PROVIDE ALL CLEARANCES AROUND UNIT AS REQUIRED BY EQUIPMENT MANUFACTURER. COORDINATE FINAL LOCATION WITH STRUCTURAL. RE: DETAIL 16&25/M.601. M4.10 PROVIDE WALL MOUNTED DUCTLESS FAN COIL UNIT AT APPROXIMATE LOCATION SHOWN. INSTALL UNIT AS HIGH AS POSSIBLE ON WALL. ROUTE CONDENSATE TO CONDENSATE MAIN AS SHOWN ON PLANS. M4.13 PROVIDE IN-LINE FAN AT APPROXIMATE LOCATION SHOWN. SUSPEND FAN FROM STRUCTURE. PROVIDE NECESSARY DUCT TRANSITIONS FROM FAN INLET AND DISCHARGE. FAN SHALL OPERATE CONTINUOUSLY AT ITS LOW SPEED AND SHALL SWITCH TO HIGH SPEED WHEN PROMPTED BY THE CO2 DETECTOR RE: DETAIL 24/M6.01. M4.14 PROVIDE HVLS FAN CENTERED IN THE SALLY PORT. MOUNT 13 FT AFF FOLOWING MANUFACTURERS RECOMMENDATIONS AND REQUIRED CLEARANCES. M4.15 PROVIDE HORIZONTAL HANDLING UNIT AT APPROXIMATE LOCATION SHOWN ABOVE CEILING. PROVIDE ALL CLEARANCES AS REQUIRED BY EQUIPMENT MANUFACTURER. SUSPEND FROM STRUCTURE. DUCT OUTSIDE AIR INTO RETURN DUCTWORK AS SHOWN. PLENUM BOX SHALL BE THE SAME HEIGHT AND WIDTH AS THE AHU RETURN AIR CONNECTION AND A MINIMUM DEPTH AS INDICATED. RE: DETAIL 14/M6.01. M2.11 1/8" = 1'-0" 1 LEVEL 1 MECHANICAL PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE NOT TO SCALE 2 CONTROL SCHEMATIC LEGEND WALL SENSOR THERMOSTAT CARBON DIOXIDE SENSOR SET POINT SUPPLY AIR RETURN AIR OUTSIDE AIR HEATING COIL COOLING COIL DIRECT EXPANSION COOLING COIL PRESSURE INDEPENDENT CHARACTERIZED CONTROL VALVE AIRFLOW CROSS DIFFERENTIAL PRESSURE SWITCH S T CO2 SP S/A R/A O/A HC CC DX PICCV AFC DPS ANALOG INPUT ANALOG OUTPUT DIGITAL/BINARY INPUT DIGITAL/BINARY OUTPUT ON-OFF MOTORIZED DAMPER MODULATING TYPE MOTORIZED DAMPER AIR FLOW MEASURING STATION CONTROL VALVE MODULATING TYPE VARIABLE FREQUENCY DRIVE CURRENT SENSING RELAY FREEZESTAT HIGH STATIC LIMIT STATIC PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSDUCER FLOW METER FLOW SWITCH DISCHARGE AIR TEMPERATURE SENSOR AI AO DI/BI DO/BO MD MMD AFMS MCV VFD CSR FRZ HSL SPT DPT FM FS DAT BACnet Interface UNIT CONTROLLER BY MANUFACTURER FILTER MD DPT OUTSIDE AIR BO BI AI (START/STOP) (FAN SPEED FEEDBACK) (FAN SPEED SETPOINT) EXHAUST/ RELIEF AIR EXHAUST AIR DX CC (PER STAGE) BO OA-T AI TEMP AI ENTHALPY WHEEL MD BO WHEEL MOTOR BO MD BYPASS MD BYPASS BO FILTER DPT BIBI (AUTOMATIC MOTOR STARTER)BO(START/STOP)(STATUS) BO AI AO (START/STOP) (FAN SPEED FEEDBACK) (FAN SPEED SETPOINT) System Off - When the system is off: The outside air damper shall be closed. The exhaust air damper shall be closed. The energy recovery wheel bypass dampers shall be open. The supply air fan shall be off. The exhaust air fan shall be off. The energy recovery wheel shall be disabled. The compressors shall be disabled. The hot gas reheat coil shall be disabled. The electric heater shall be disabled. All control loops shall be disabled. System Startup - System start-up shall be initiated: By an operator entered manual command at the EMCS. Automatically by the EMCS based on Pre-Start Mode or Night-Setback Mode. Pre-Start Mode: The system shall be enabled by an operator entered manual command at the EMCS or automatically by the EMCS based on the TIme of Day (TOD) occupancy schedule. Once enabled, the system shall operate per the System Operation section, as detailed below. Night Setback Mode: The outside air handling system shall not operate during unoccupied hours unless started by a manual command at the EMCS. Occupied Mode: The system shall be enabled automatically by the EMCS based on the actual space occupancy. When the Time of Day schedule (TOD) is active, the system shall operate per the System Operation section, as detailed below, and the following sequences shall be active. System Operation - When system start-up has been initiated: The unit controller shall open the outside air and the exhaust air dampers. The supply ans exhaust fan shall start. Following a confirmation of fan start status, the supply and exhaust fan speeds shall be indexed to their speed reference values adn shall operate at a constant airflow volume. modulated between the minimum speed reference value and the maximum speed reference value to maintain the supply air static pressure at setpoint. The speed of the fan shall not be adjusted by more than 20% in any one-minute period. DEHUMIDIFICATION/COOLING MODE: Dehumidification/Cooling Mode shall be locked out when the outside air temperature is below 53°F (adj). The refrigerant compression shall be staged to maintain the active cooling space temperature set point. HEATING MODE: Heating Mode shall be locked out when the outside air temperature is above 50°F (adj). The electric heater shall be staged to maintain the active electric heating coil leaving air temperature setpoint. Energy Recovery: When the unit is operating in Occupied Mode and following the confirmation of the fan start status for the supply and exhaust fans, the energy recovery wheel bypass dampers shall be closed and the energy recovery wheel motor shall be energized. When the unit is operating and the outside air enthalpy is less than 28.0 btu/lb and the outside air dry bulb temperature is between 75°F and 50°F, the energy recovery wheel motor shall be disabled and the energy recovery wheel bypass dampers shall be open. Under all other outside air conditions the energy recovery wheel motor shall run and the energy recovery wheel bypass dampers shall be closed. System Setpoints - The setpoints for the system shall be determined as follows: The maximum speed reference value shall be the VFD speed required to obtain the design supply airflow value from the unit schedule on the Mechanical Drawings. The minimum speed reference value shall be VFD speed required to obtain the minimum supply airflow value from the unit schedule on the Mechanical Drawings. The supply air static pressure setpoint shall be set initially at 1.20 inches w.c. (adj.) The cooling coil leaving air temperature setpoint shall be set initially at 53 °F (adj.). The electric heating coil leaving air temperature setpoint shall be set initially at 85 °F (adj.) The Cooling Occupied and Unoccupied space temperature setpoints shall be as follows: Occ: 75°F Unocc: 85°F The Heating Occupied and Unoccupied space temperature setpoints shall be as follows: Occ: 70°F Unocc: 60°F The air filter pressure differential high-limit shall be set at 1.0 in.wc. (adj). System Shutdown - System shutdown shall be initiated: By operator entered manual command at the EMCS. Automatically by the EMCS based on Time of Day schedule. Automatically by supply fan current sensor status failure. System Alarms - The EMCS shall generate an alarm if: If the cooling coil leaving air temperature is above or below the active setpoint by more than 2°F for 5 minutes (adj). If the electric heating coil leaving air temperature is above or below the active setpoint by more than 2°F for 5 minutes (adj). If the space temperature is outside of the active low or high limit for more than 5 minutes (adj). If the filter differential pressure exceeds the trip point. If the current sensor relay indicates a supply fan failure status. If the current sensor relay indicates an exhaust fan failure status. If the current sensor relay indicates an energy recovery wheel motor failure status. All alarms shall be inhibited when the supply fan is not operating. The alarms, except the fan failure alarm, shall remain inhibited following startup of the unit for 2 minutes. Notes: The equipment manufacturer's unit controller shall include controls to perform all equipment functions. The EMCS Contractor shall integrate with the unit controller via BACnet for detailed setpoint adjustments, unit monitoring, alarm inputs, and equipment scheduling. NOT TO SCALE1Direct Expansion 100% Outside Air VAV Rooftop Unit with Energy Wheel and Electric Heat - Control Schematic and Sequence of Operations VFD BACnet Interface BO AI AO (STATUS) BI COM OUT CSR COM OUT CSR BI COM OUT CSR VFD OA-H AI HUMTEMP AIAI ELEC. HEAT BO HGRH BO (PER STAGE) TEMP AI TEMP AI TEMP BACnet Interface WALL T-STAT AI AI COM OUT BI CSR (STATUS) BO (START/STOP)MD(AUTOMATIC MOTOR STARTER) (2-POSITION) AUTOMATICALLY CONTROLLED EXHAUST FANS W/ LOCAL EMERGENCY SWITCH (SCIENCE LABORATORIES) SYSTEM OFF - When the system is off: Automatically controlled exhaust fans shall be off and their 2-position dampers closed. SYSTEM START-UP - System start-up shall be initiated: By an operator entered manual command at the EMCS. Automatically by the EMCS based on Night-Setback or Time of Day schedule. AUTOMATICALLY CONTROLLED EXHAUST FANS: Upon activation of building occupied mode and start-up of the air handling system, the EMCS shall energize all automatically controlled exhaust fans and open their respective two-position motorized dampers. The EMCS shall monitor the status of each automatically controlled exhaust fan and shall assign the scheduled exhaust numerical CFM value to each fan as indicated on the mechanical equipment schedules. Upon activation of the building unoccupied mode, the automatically controlled building exhaust fans shall be de-energized. The exhasut fan shall provide the scheduled 'Min" flow rate continuously. The exhaust fan shall be provided with a relay to the gas detection system such that the exhaust fan will provide the scheduled maximum airflow rate (noted in mechanical Fan Schedule as 'Max' Airflow) when signaled by the gas detection control panel. The exhaust fan shall operate at its maximum scheduled airflow rate indefinitely unitl the gas detection system signals the fan to return to the minimum flowrate. The exhaust fan shall be provide with an electronically commutated motor that is capable of two-speed operation via a 0-10 VDC control signal. Fan Status: The controller shall monitor the fan status. Alarms shall be provided as follows: Fan Failure: Commanded on, but the status is off. Fan in Hand: Commanded off, but the status is on. Fan Runtime Exceeded: Fan status runtime exceeds a user definable limit (adj.). NOT TO SCALE3Automatically Controlled Exhaust Fans w/ Gas Detection System - Control Schematic and Sequence of Operations AO (FAN SPEED) BO LOCAL EMERGENCY SWITCH TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:13:36 PMM4.01 MECHANICAL CONTROL DIAGRAMS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:13:43 PMM5.01 MECHANICAL SCHEDULES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE DUCTWORK TIGHT TO STRUCTURE ELECTRICAL CONDUIT (TYPICAL) MISC. GALV. ANGLE OR UNISTRUT CONNECT TO STRUCTURE IN AN APPROVED MANNER REFER TO DETAILS. NOTES: 1. DUCT SHALL BE LOCATED AS HIGH AS POSSIBLE EXCEPT TO ALLOW MIN. 2" FOR EXTERNAL INSULATION. 2. MINIMUM BOTTOM OF PIPE OR BOTTOM OF DUCT ELEVATION IS 8" ABOVE CEILING HEIGHT. 3. INSTALLATION OF ALL SERVICES MUST BE COORDINATED BY THE CONTRACTOR. MAS-02 PIPES LIGHT FIXTURE STRUCTURAL STEEL CEILING NOTES: THIS CONNECTION SHALL BE TYPICAL FOR ALL RECTANGULAR BRANCH DUCT CONNECTIONS TO RECTANGULAR TRUNK DUCTS, INCLUDING SUPPLY, RETURN, OUTSIDE AIR AND EXHAUST DUCTS. BRANCH DUCT ALL BRANCH CONNECTIONS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPER AND LOCKING QUADRANT, USE YOUNG'S REGULATOR IN CEILING IF DAMPER IS NOT ACCESSIBLE. PARALLEL BLADE DAMPER SHALL BE USED IF BRANCH DUCT HEIGHT IS 9" OR LESS INSIDE. TRUNK DUCT AIR FLOW EA OR RA AIR FLOW SA OR OA 45° W VD 1/4 W (4" MIN.) MAS-06 ROUND FLEXIBLE DUCT CONNECTION RE: FLOOR PLAN FOR SIZES ROUND DUCT RECTANGULAR DUCT TAP SUPPLY AIR DUCT LOCKING QUADRANT DAMPER ON INSULATION STAND-OFF (MIN. 1-1/4") USE YOUNGS RECTANGULAR IN CEILING IF DAMPER IS NOT POSSIBLE. SEAL ALL JOINTS 1/4 OF DIAMETER OF ROUND DUCT (4" MIN.) TRANSITION FROM RECTANGULAR DUCT TAP TO ROUND DUCT D SUPPLY AIR FLOW 45° VD DIMENSIONAL RELATIONSHIPS 1. ANGLE 'A' TO BE 15° OR LESS (BOTH SIDES) 2. SEE FLOOR PLANS FOR B, C, & W. 3. VERTICAL DIMENSION TO BE MAINTAINED THRU F. 4. CHANGE IN VERTICAL DIMENSION TO OCCUR AFTER TURNS. A B C W F NOTES: VOLUME DAMPERS REQUIRED FOR LOW PRESSURE DUCT SYSTEMS ONLY. MAS-08 VD NOTES: 1. ALL FLEXIBLE DUCT OFFSETS AND BENDS SHALL MAINTAIN A RADIUS OF 1.5 X ("D") MINIMUM 3'-0" AND MAXIMUM 6'-0" 2.TYPICAL OF ROUND DUCT CONNECTIONS TO RECTANGULAR DUCTS 3.ALL JOINTS SHALL BE SEALED WITH MASTIC AND FIBER CLOTH PER SPECIFICATIONS. MINIMUM 26 GAUGE DAMPER ROD INSIDE BEARING SECURELY ATTACH ROD TO DAMPER BLADE STAINLESS STEEL CLAMP INSULATION STUFFED UNDER STANDOFF ELEVATED REGULATOR DURO DYNE MODEL SRTS - 1 1/2 OR APPROVED EQUAL 1" INSULATION WITH VINYL VAPOR BARRIER U.L. 181 CLASS 1 FLEXIBLE DUCT 3/8"Ø ROD WITH NYLON BEARING STAINLESS STEEL CLAMP "1.5D" "D" MAS-09 STAINLESS STEEL CLAMP "D" STAINLESS STEEL CLAMP 1" INSULATION WITH VINYL VAPOR BARRIER U.L. 181 CLASS 1 FLEXIBLE DUCT NOTES: 1. ALL FLEXIBLE DUCT OFFSETS AND BENDS SHALL MAINTAIN A RADIUS OF 1.5 X ("D") MINIMUM 3'-0" AND MAXIMUM 6'-0". 2. TYPICAL OF ROUND DUCT CONNECTIONS TO VAV BOXES FROM RECTANGULAR MAIN DUCTS. 3. ALL JOINTS SHALL BE SEALED WITH MASTIC AND FIBER CLOTH PER SPECIFICATIONS. MAS-10 NOTES: 1. MOUNT OPERATOR CRANK AND CABLE PLATFORM ON TOP OF EXTERNAL INSULATION AT DAMPER. PIVOT AT ATTACHMENT OPERATOR CABLE EXTERNAL INSULATION EXTERNAL INSULATION REFER TO TYPICAL DETAIL FOR SPIN-IN CONNECTORS SET SCREW (EXTEND TO NEAREST ACCESS PANEL) FIXED END OF SLEEVE SLEEVE SPIN-IN FITTING DAMPER SHAFT DAMPER BLADE MAS-11 EXTERNAL DUCT INSULATION W/ VAPOR BARRIER HANGER WIRE TABS SUPPORT SLOT FROM STRUCTURE ABOVE DETAIL A 315 CONCEALED YOUNG'S REGULATOR SPRING WASHER GYPSUM BOARD CEILING 7/8" CHANNEL IRON 3/8" SQUARE ROD LOCK NUT 3/8" UNIVERSAL JOINT REFER TO ARCHITECTURAL PLANS COORDINATE MOUNTING TYPE AND FRAME DETAILS WITH CEILING RE: DETAIL A DAMPER MAS-14 RUSKIN #BD6 SPRING LOADED DIAL TYPE PRESSURE RELIEF DAMPER (FACTORY SET FOR 0.25" W.G.) ANGLE IRON FRAME AS REQUIRED TO CLEAR DAMPER MOTORS. EXTERIOR WALL RE: ARCH. FOR WALL CONST. AND FLASHING DETAILS. LOUVER. RE: ARCH. RELIEF AIR 18" OPERATOR 1/2" REMOVABLE SCREEN MESH RELIEF DAMPER OUTSIDE AIR COLOR TO BE SELECTED BY ARCH. LOUVER. RE: ARCH DUCT CONNECTION ANGLE IRON FRAME AS REQUIRED TO CLEAR DAMPER MOTORS. OPPOSED BLADE DAMPER REFER TO ARCH. PLANS FOR WALL CONSTRUCTION AND FLASHING DETAILS DAMPER MOTOR 12" MIN. CEILING DRYER RE: ARCH. BACK DRAFT DAMPER PROVIDED WITH DRYER EXTERIOR WALL CAULK AND SEAL WALL CAP LINT TRAP PROVIDE CLAMP AT CONNECTION TO UNIT AND DUCT. FLEXIBLE DUCT TO DRYER (3'-0" OVERALL LENGTH). MAS-66 FLOAT SWITCH OR EXTEND SECONDARY DRAIN TO VISIBLE LOCATION AS APPROVED BY ARCHITECT, 3/4" MINIMUM SIZE. CHROME ESCUTCHEON PLATE AT CEILING PENETRATION. RED WOOD OR TREATED WOOD SLEEPERS WITH RIBBED NEOPRENE PADS TOP & BOTTOM PROVIDE AUXILIARY DRAIN PAN BENEATH FAN COIL UNIT. PAN SHALL BE 3" LARGER THAN UNIT ON EACH SIDE FLEX CONNECTION REFER TO REFRIGERANT PIPING DETAIL MD VD STRUCTURE ABOVE EXTEND INSULATED PRIMARY CONDENSATE DRAIN PIPE TO DRAIN, 3/4" MIN. SIZE. RE: TRAP DETAIL. RA DUCTVD VD DOOR FOR FILTER SECTION OA DUCT NOTE: ALL CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH MALLEABLE IRON SCREWED FITTINGS. OA DUCT UNIT SHALL BE SUSPENDED IN PLENUM SPACE. REFER TO DETAIL FOR SUSPENDING MECHANICAL EQUIPMENT FROM STRUCTURE. NOTE: PROVIDE CLEARANCE AROUND UNIT FOR AIR FLOW AND SERVICE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. AIR COOLED CONDENSING UNIT 6" CONCRETE PAD 8-0" MINIMUM CLEARANCE NEOPRENE VIBRATION ISOLATORS (TYP. 4) T T WALL BRACKET CEILING BRACKET HEATER BRACKET(TYP.) CONTRACTOR SHALL PROVIDE: • WALL-MOUNTED THERMOSTAT • LOW VOLTAGE CONTROL TRANSFORMER • UNIVERSAL WALL AND CEILING-MOUNTED BRACKET • AUTOMATIC RESET THERMAL CUT-OUT • ADJUSTABLE DISCHARGE • REMOTE SUMMER FAN SWITCH EUH EUH WALL MOUNTED T-STAT WALL MOUNTED T-STAT NOTE: PROVIDE FAN U.L RADIATION DAMPER FOR FIRE RATED CEILING. EXHAUST DUCT FLEXIBLE CONNECTION EXHAUST GRILLE PROVIDED W/ EXHAUST FAN CEILING GALVANIZED ALL THREAD RODS FAN CABINET MOUNTING CLIP VIBRATION ISOLATORS SUSPENDED FAN FROM STRUCTURE ABOVE COMPRESSOR AIR COOLED CONDENSING UNIT FILTER DRYER SLOPE SUCTION LINE TO DRAIN OIL TO COMPRESSOR SHUT-OFF VALVE (TYP.) SIGHTGLASS MOISTURE INDICATOR THERMOSTATIC EXPANSION VALVE W/ ADJUSTABLE SUPER HEAT & EQUALIZER DX COIL AT FAN COIL UNIT. LOOP TO PREVENT LIQUID FROM DRAINING INTO COMPRESSOR WHEN COMPRESSOR IS LOCATED BELOW EVAPORATOR. RS RL NOTE: 1. COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 2. TYPICAL FOR EACH SEPARATE REFRIGERANT CIRCUIT. 3. PROVIDE FILTER DRYER ON ALL SYSTEMS. 4. USE "ACR" HARD DRAWN COPPER REFRIGERANT PIPE. PROVIDE 4" SECTION OF INSULATION AT SUPPORT FOR REFRIGERANT LINE DIELECTRIC ISOLATION GALVANIZED ANGLE IRON SUPPORT FROM STRUCTURE ABOVE GALVANIZED SUPPORT ROD SIZED PER MANUFACTURER'S RECOMMENDATIONS. GALVANIZED PIPE SADDLE INSULATED REFRIGERANT SUCTION PIPE REFRIGERANT LIQUID LINE NOTE: PROVIDE SUPPORTS AT 3'-0" ON CENTER MAX. AND WITHIN 1'-0" OF ALL CHANGES IN PIPE DIRECTION. GALVANIZED PIPE CLAMP SCHEDULE 40 GALV. STL. PIPE SLEEVE. GROUT IN PLACE METAL ESCUTCHEON PLATE BOTH SIDES (RE: SPECS) CUT TO FIT PIPE TIGHTLY. FASTEN TO WALL WITH S.S. FLAT HEAD SCREWS. INSULATION AND METAL JACKET PIPE RIGIDLY MOUNTED TIGHT TO WALL CAULK WITH DOW CORNING 732 RTV INSULATION SADDLE RE: ARCH. FOR WALL CONSTRUCTION UNISTRUT ANCHORED TO WALL SLOPE 1/8"/FT HORIZONTAL RUN TO FLOOR DRAIN OR ROOF DRAIN H SHORT NIPPLE SAME SIZE AS CASING CONNECTION WITH CAPPED TEE FITTINGS (MIN. 3/4"∅). UNION COOLING COIL DRAIN CONNECTION NOTE: 1. MAINTAIN MINIMUM 1" AIR GAP AT FLOOR DRAIN, FLOOR SINK, OR ROOF DRAIN. 2. ALL CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 GALVANIZED WITH MALLABLE IRON SCREWED FITTINGS. H = FAN OUTLET PRESSURE (IN. W.C.) + 1/2 IN. (MINIMUM) 1/2-IN. MINIMUM INSULATE INTERIOR CONDENSATE DRAIN WITH FIRE RATED ELASTOMERIC INSULATION (25/50) MPI-34 NOTE: 1. HANGER SPACING ALONG LENGTH OF UNIT TO BE AS FOLLOWS: MINIMUM - 2 HANGERS MAXIMUM SPACING 6'-0" 2. PROVIDE ADEQUATE SEISMIC CABLE BRACING TO RESIST MOTION IN ALL LATERAL DIRECTIONS. 3. REFER TO SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS, CHAPTER 8. SUSPENDED EQUIPMENT 1/8" ANGLE 1-1/2" x 1-1/2" UP TO 38" WIDE UNIT 2"x2"x37" UPTO 48"WIDE UNIT 2-1/2" x 2-1/2" OVER 48" WIDE HANGER ROD STRUCTURAL STEEL WITH FIREPROOFING 2 NUT & LOCK WASHER CABLE EYELET DUAL U-BOLT CABLE CLAMPS MAX. 1 SPRING ISOLATOR SUPPLEMENTARY STEEL WELDED TO STEEL BEAM TYPE III SEISMIC AIRCRAFT CABLE 3" BOLT SAME SIZE AS HANGER ROD FASTENING DEVICE SEE NOTE #3 PROVIDE INSULATED MOTOR HOUSING TRANSITION VIBRATION ISOLATORS (TYPICAL OF 4) GALVANIZED ALL THREAD SUPPORT RODS ATTACHED TO STRUCTURE SIZED PER MFG. RECOMMENDATIONS (TYPICAL OF 4) MOUNT MOTOR & ACCESS DOOR PARALLEL WITH FLOOR FLEXIBLE CONNECTION DUCT SIZE RE: FLOOR PLAN FAN CABINET CEILING SD SD NOTES: 1. REFER TO ARCH. FOR ROOF & FLASHING DETAILS 2. ALL CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL WITHMALLEABLE IRON SCREWED FITTINGS. CEILING SUPPLY AIR DUCT ROUTE CONDENSATE AS INDICATED ON PLANS ROOF TOP UNIT REFER TO SCHD. CANT STRIP SLOPED ROOF FRAMED OPENING RETURN AIR DUCT COVER OPENINGS W/ 1/2" MESH SCREEN OUTSIDE AIR HOOD SET DAMPER OA CFM AS SCHEDULED INSULATED FULL PERIMETER ROOF CURB SUPPLIED W/ UNIT FLEX (TYP.) 4'-0" MIN. PHOTOELECTRIC DUCT SMOKE DETECTOR PER NFPA 90A BY DIV. 26/28 BASE CURB ROOF TOP UNIT ADAPTER FRAME TEMPORARY COVER NOTES: 1. INSTALL FIRE DAMPERS AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ACCESS PANEL CEILING DUCT INSULATION FIRE RATED WALL DUCT SECURE SUPPORT ANGLES TO SLEEVE ONLY "S" DRIVE CLIP (BREAKAWAY) CONNECTION 1-1/2 HR. U.L. LISTED FIRE DAMPER TYPE "C" "CR", "CO" OR RUSKIN IBD-2 OR EQUAL. 2 X 2 X 1/8" STEEL SUPPORT ANGLE OVERLAP WALL MINIMUM 1" SLEEVE (16 GAUGE MINIMUM) BUTT HINGE ACCESS DOOR TO BE FIELD INSTALLED BEFORE INSULATION NON-HARDENING SEALANT (TYP.) NOTES: 1. MINIMUM 12" X 12" ACCESS PANEL SIZE. 2. DUCT ACCESS DOORS SHALL BE INSTALLED AT EACH FIRE, SMOKE OR FIRE/SMOKE DAMPER. ACCESS DOORS SHALL BE LOCATED SO THAT THE FIRE, SMOKE OR FIRE/SMOKE DAMPER CATCH MAY BE RELEASED W/ THE FIRE DAMPER IN A CLOSED POSITION AND THE FUSIBLE LINK REPLACED. EACH DOOR SHALL BE STENCILED WITH BLACK 3/8" HIGH "FIRE DAMPER ACCESS", "SMOKE DAMPER ACCESS" OR BEFORE FIRE/SMOKE DAMPER ACCESS" AS REQUIRED. DUCT ACCESS DOORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS. 3. SEALANTS SHALL BE APPLIED TO THE JOINT AS REQUIRED FOR TIGHTNESS. SEALANTS USED SHOULD BE NON-HARDENING AND HAVE A FLAME SPREAD OF NOT OVER 25 AND A SMOKE DEVELOPED RATING OF NOT OVER 50. FIG. B FIG. A FIG. C NOTE: CONTRACTOR SHALL SECURE STRUCT. ENGR. APPROVAL FOR ANY AND ALL PIPE MOUNTING DETAILS TO CONCRETE OR STEEL STRUCTURE. CONTRACTOR SHALL CONFORM TO ALL MAXIMUM SPAN DISTANCES PER SPECIFICATIONS FOR HANGER SPACING. RE: 230529 CEILING SUPPORT FROM STRUCTURE ABOVE PER STRUCT. ENGR.'S RECOMMENDATIONS GALV. ALL THREAD ROD. VERIFY ROD DIAMETER WITH MECHANICAL LOADING REQUIREMENTS PER PIPE SIZE. INSULATION PROTECTION SHIELD PER SPECS. RE: 230529 CALCIUM SILICATE INSULATION ALONG FULL SHIELD LENGTH PIPE INSULATION PER SPECS. RE: 230719 CLEVIS HANGER ADHERE BOTTOM OF INSULATION TO SHIELD WITH MASTIC. PROVIDE 1/8" THICK MASTIC OVER FULL CONTACT SURFACE OF SHIELD. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:13:52 PMM6.01 MECHANICAL DETAILS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALE1TYP. MEP INSTALLATION DETAIL. NOT TO SCALE2RECTANGULAR BRANCH DUCT TAP NOT TO SCALE3RECTANGULAR TAP TO ROUND TRANSITION NOT TO SCALE4DUCTWORK TEE DETAIL NOT TO SCALE5SPIN-IN DETAIL NOT TO SCALE6CONICAL SPIN-IN DETAIL NOT TO SCALE7REMOTE SPIN-IN DAMPER OPERATOR NOT TO SCALE8DAMPER CONTROL DETAIL NOT TO SCALE11RELIEF LOUVER MOUNTING NOT TO SCALE12INTAKE LOUVER MOUNTING NOT TO SCALE13DRYER EXHAUST TO WALL CAP NOT TO SCALE14FAN COIL UNIT MOUNTING (DX) NOT TO SCALE15CONDENSING UNIT MOUNTING ON GRADE NOT TO SCALE17ELECTRIC UNIT HEATER DETAIL NOT TO SCALE18CEILING MOUNTED EXHAUST FAN NOT TO SCALE19REFRIGERANT PIPING SCHEMATIC NOT TO SCALE20REFRIGERANT PIPE HANGER NOT TO SCALE21PIPE ENTRY THRU EXTERIOR WALL NOT TO SCALE22COOLING COIL CONDENSATE DRAIN NOT TO SCALE23SUSPENDED EQUIPMENT DETAIL NOT TO SCALE24IN-LINE EXHAUST FAN DETAIL NOT TO SCALE25ROOF TOP UNIT MOUNTED ON SLOPED ROOF NOT TO SCALE16BASE CURB DETAIL NOT TO SCALE9HORIZONTAL FIRE DAMPER NOT TO SCALE10FIRE DAMPER ACCESS DOOR NOT TO SCALE26PIPE HANGER DETAIL (1-PIPE) №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE S W SP BR S BT S R F FACP ANN FSD JJ M M M F Q P O ONE LINE AND RISER DIAGRAMS Z X W DRAWING/DETAIL REFERENCE KEY GENERAL NOTES SWITCHES & LIGHTING CONTROL DEVICES E D N C M L K J B I H ABBREVIATIONS A G COMMUNICATIONS LIGHTINGV U T SECURITY ELECTRICAL EQUIPMENT RACEWAYS AND WIRING RECEPTACLES AND OUTLETSS MOTORS AND CONTROLS ELECTRICAL SYMBOLS R FIRE ALARM MISCELLANEOUS IDP 1 GB H KP MS PB DC CR DS CR DR TVSS G <<<< <<<<VS WH AS V M A K ST M SPD M S S DH F FH RPS S # H S S S VFD B C P AX S M HS BAT ATS VC EPO S CB MSB VM VOLT METER NO.NUMBER FREEZERFRZR FOOT, FEET FEED-THRU LUGS FUSED SWITCH, FLOW SWITCH FULL-VOLTAGE, NON-REVERSINGFVNR FS FT FTL FUT FUTURE QUANTITYQTY FIRE ALARMFA FAN COIL UNIT FIRE ALARM CONTROL PANEL FLUORESCENT FULL LOAD AMPS FIRE PUMP, FAN POWERED FLR FP FLEX FLUOR FLEXIBLE FLOOR FACP FF FCU FLA FIXTURE FAHRENHEIT, FAN, FIREF ENERGY MANAGEMENT AND CONTROLS SYSTEMEMCS EMPTY CONDUIT ELECTRIC DRINKING FOUNTAIN EFFICIENCY ELEVATION ELECTRICAL EXPANSION JOINT ELECTRIC HEATING COIL EXHAUST FAN EHC EJ EL ELEC. ELEV. ELEVATOR EDF E.C. EFF EF NOT TO SCALE OUTSIDE AIR FAN ON CENTER OUTSIDE DIAMETER OPENING OVERHEAD ELECTRICAL OD OPG OHE OAF OC NTS VOLUME CONTROL - WALL MOUNTED SHUNT TRIP TRANSFORMER, TYPE AND RATINGS AS NOTED SWITCH, RATING AS SHOWN FUSE, RATING AS SHOWN CIRCUIT BREAKER, RATING AS SHOWN, 3 POLE UNLESS NOTED OTHERWISE. "CL" DENOTES CURRENT LIMITING DRAWOUT CIRCUIT BREAKER, RATINGS AS SHOWN, 3 POLE UNLESS NOTED OTHERWISE AUXILIARY INPUT JACK. "W" INDICATES WALL MOUNTED DIGITAL METER VOLTMETER SWITCH AMMETER SWITCH GENERATOR SET BUS DUCT PLUG ELECTRICAL METER GROUND FAULT RELAY KIRK-KEY INTERLOCK AMMETER, RANGE AS SHOWN VOLTMETER, RANGE AS SHOWN WATT-HOUR METER, "D" DENOTES DEMAND REGISTER "15" DENOTES MINUTES OF DEMAND INTERVAL CURRENT TRANSFORMER, RATED AS SHOWN POTENTIAL TRANSFORMER, RATING AS SHOWN GROUND CONNECTION LIGHTING ARRESTOR AUTOMATIC TRANSFER SWITCH TRANSIENT VOLTAGE SURGE SUPPRESSOR 12.47KV/120V D-15 1200/5 0-600 Z XFMR ZONE TRANSFORMER 0-2000 800A/3P 400A CL A. NOT ALL SYMBOLS SHOWN ON THIS SYMBOL LIST ARE USED IN THE CONTRACT DOCUMENTS. RE:1 /E3-2 E3-2 SHEET NUMBER DRAWING/DETAIL NUMBER REFER TO 1 MOTOR RATED SWITCH WITH THERMAL OVERLOADS IN INCH DROPPED RECEPTACLEDR ELECTRICAL CONTRACTOR EA (E) EC EACH EXISTING DAYLIGHT SENSOR DDC DIRECT DIGITAL CONTROL DIMENSION DISCONNECT DISTRIBUTION PANEL DOUBLE-POLE, SINGLE-THROW DOUBLE-POLE, DOUBLE-THROW DP DN DPDT DPST DOWN DTL DIA DIM DISC DETAIL DIAMETER DIRECT CURRENTDC dB DECIBEL NEMA 4X ENCLOSURE NEMA 3R ENCLOSURE NORMALLY CLOSED NON-FUSED NORMALLY OPEN ASSOCIATION NON-FUSED SWITCH NOT IN CONTRACT NIGHT LIGHT NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURER'S NFS NIC NL N.O. NEMA NFPA NF N4X N3R N.C. NEC CURRENT TRANSFORMER, COOLING TOWER CARD READER, CORD REEL CPU CHILLER CONDENSATE RETURN UNIT CTR CU CENTER COPPER CT CPUC CR CRU CONCRETE CONNECTION CIRCULATING PUMP CONTROLLER, CONTRACTOR CONCRETE MASONRY UNIT CONTINUOUS,CONTINUATION CENTERLINE CONC CONN CONT. CP. CONTR. CLG. CMU COL. CL COLUMN CEILING CONDUIT, CELSIUS CHILLED WATER PUMP CIRCULATING CABLE TELEVISION SYSTEM CONDENSER WATER PUMP CLOSED CIRCUIT TELEVISION CWP CH CHP CIRC CKT CHILLER CIRCUIT C CATV CCTV LINEAR FEET LOCKED ROTOR AMPS LOW VOLTAGE TRANSFORMER KILOWATT-HOUR LIGHTING KILOWATT LTG LV LF LRA kWH kW INCANDESCENT INTERNAL, INTERIOR JUNCTION BOX JOCKEY PUMP KNOCKOUT KILOVOLT- AMPS KITCHEN EQUIPMENT CONTRACTOR KO kVA KEC JP JB INCAND INT ALTERNATING CURRENT, AIR COMPRESSOR, ABOVE COUNTER AP ACCESS PANEL, ALARM PANEL BUILDING AUTOMATION SYSTEMBAS BC BELOW COUNTER AUXILIARY AMPERE TRIP RATING ARCHITECT, ARCHITECTURAL AMPERES SHORT CIRCUIT AUTOMATIC TRANSFER SWITCH AVG. AUX. AVERAGE ARCH AT ATS ASC AIR HANDLING UNIT ALUMINUM ANNUNICATOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPT CAPACITY AL AM AMP ANN AMMETER AMPLIFIER AFF AHU AFG AIC AIR CONDITIONING AIR COOLED CHILLER ACCESS DOOR AIR COOLED CONDENSING UNIT ABOVE FINISHED CEILING AMPERE FUSE, AMPERE FRAME AMERICANS WITH DISABILITIES ACT ACCU AF AFC ADA AD AC ABV A/C ACC ABOVE HSC HAND SCANNER HEATING HEATER HOT WATER CIRCULATOR CONDITIONING HOT WATER BOILER HEATING WATER PUMP HEATING, VENTILATING, AND AIR HEATING/ VENTILATING UNIT HERTZ INSIDE DIAMETER ISOLATED GROUND HWP ID IG HZ HWB HWC HVU HVAC HTG HTR GALLON GALVANIZED GENERAL CONTRACTOR GROUND GENERATOR GENERATOR TRANSFER DEVICE HORSEPOWER HAND-OFF-AUTOMATIC HORIZONTAL HIGH PRESSURE SODIUM HAND SET GROUND FAULT CIRCUIT INTERRUPTER HORIZ HP HS HPS HOA GFCI GTD GND GAL GALV GC GEN A AMPERES GAUGEGA DUPLEX WALL RECEPTACLE, NEMA 5-20R, 20A, 125V. ON SPEAKER. "W" DENOTES WALL PHONE SHALL BE MOUNTED AT 42" A.F.F. "PAY" DENOTES PAY PHONE SHALL BE MOUNTED 42" A.F.F. "FAX" DENOTES OUTLET DEDICATED FOR A FAX, THE FOLLOWING NOTATIONS REFER TO ALL COMMUNICATIONS OUTLETS: SCHOOL INTERCOMMUNICATION SYSTEM HANDSET. ALL OUTLET BOXES SHALL BE MOUNTED 18" ABOVE FINISHED FLOORTO CENTER OF DEVICE UNLESS NOTED OTHERWISE. MICROPHONE FLOOR OUTLET, "W" INDICATES WALL MOUNTED CEILING MOUNTED SPEAKER. "VC" INDICATES VOLUME CONTROL SCHOOL INTERCOMMUNICATION SYSTEM CALL-IN. PUSH BUTTON BELL, BUZZER OR CHIME AT 80+ A.F.F. DUPLEX RECEPTACLE (PEDESTAL MOUNTED) TOC TOP OF CURB UH UNIT HEATER VARIABLE FREQUENCY DRIVE UNDERWRITERS LABORATORIES, INC. UNINTERRUPTABLE POWER SYSTEM VC VP VFD VERT V VA VOLUME CONTROL VACUUM PUMP VERTICAL VOLT-AMPERE VOLT UL UNO UPS UNLESS NOTED OTHERWISE TELEPHONE TERMINAL BOARD TELEPHONE TERMINAL CABINET TRANSIENT VOLTAGE SURGE SUPPRESSOR UG UNDERGROUND TU TV TYP TVSS TTB TOS TSTAT TTC TERMINAL UNIT TELEVISION TYPICAL TOP OF STEEL THERMOSTAT (2) PP VC CLOCK RECEPTACLE SHALL BE MOUNTED 12" BELOW FINISHED PULL BOX (OVER 4" SQUARE) CEILING. (2) DENOTES DOUBLE SIDED CLOCK. THREE-GANG FLOOR OUTLET DIRECT CONNECTION TO EQUIPMENT POWER POLE SWBD SWITCHBOARD TC TEL TF TL TEMPERATURE CONTROL TRANSFER FAN TELEPHONE TWIST-LOCK R STAIR PRESSURIZATION FAN SINGLE-POLE, SINGLE-THROW START-STOP PUSH BUTTON SOLID STATE SPEED CONTROL SINGLE-POLE, DOUBLE-THROW STD SW SURF STL SRF SS STB SSSC SWITCH STEEL STANDARD SURFACE SMOKE REMOVAL FAN STEAM BOILER SPF SPKR SPDT SQ. SPST SKVA SKW SP SPEC SPEAKER SQUARE STARTING KILOVOLT-AMPS STARTING KILOWATTS SPECIFICATION SUMP PUMP R FOURPLEX WALL RECEPTACLE ON EMERGENCY CIRCUIT, RED COLOR. SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED. FLUSH ELECTRICAL FLOOR OUTLET, "P" DENOTES POKE-THRU. MULTI-OUTLET SURFACE RACEWAY. SEE ARCHITECTURAL "D" INDICATES DUPLEX RECEPTACLE, "R" INDICATES RED RECEPTACLE JUNCTION BOX DUPLEX RECEPTACLE WITH HOMERUN DRAWINGS FOR EXACT MOUNTING HEIGHTS. ON EMERGENCY POWER. REFER TO FLOOR BOX SCHEDULE, FIRE RATED LV DUPLEX WALL RECEPTACLE ON EMERGENCY CIRCUIT, DUPLEX WALL RECEPTACLE ON A CIRCUIT DEDICATED TO DATA PROCESSING, GRAY COLOR. PROVIDE ISOLATED GROUND TYPE "TP" DENOTES SAFETY TYPE, (TAMPER PROOF) "AC" DENOTES ABOVE COUNTER MOUNTING, SEE FOURPLEX (DOUBLE DUPLEX) WALL RECEPTACLE. NEMA 5-20R, 20A, RECEPTACLES WHERE NOTED. 125V. RED COLOR. "IG"DENOTES ISOLATED GROUND, "WP" DENOTES WEATHERPROOF, "GFCI" DENOTES GROUND FAULT INTERRUPTER, "USB" DENOTES RECEPTACLE WITH UNIVERSAL SERIAL BUS, FIRE FIGHTER HANDSET FIRE SMOKE DAMPER REMOTE POWER SUPPLY FOR AUDIO/VISUAL FIRE ALARM DEVICES. HEAT DETECTOR FIRE ALARM PULL STATION +42" AFF MAGNETIC DOOR HOLDER AUXILIARY CONTROL RELAY FIREMAN'S TELEPHONE JACK +42" AFF SMOKE DETECTOR - "SB" INDICATES IN INTEGRAL SOUNDER BASE AUDIO FIRE ALARM HORN +80" AFF FIRE ALARM CONTROL PANEL REMOTE FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM SPEAKER STROBE / CEILING MOUNTED VISUAL FIRE ALARM (STROBE) CEILING MOUNT - 15/75cd U.N.O. AUDIO VISUAL FIRE ALARM HORN STROBE +80" AFF- 15/75cd U.N.O. FIRE ALARM SPEAKER / CEILING MOUNT. FIRE RATED PLYWOOD TERMINAL BOARD, TYPE AS NOTED, TERMINAL CABINET (FLUSH/SURFACE MOUNT), TYPE AS NOTED, BATTERY/INVERTER UNIT LOW VOLTAGE TRANSFORMER. AUTOMATIC TRANSFER SWITCH 24" X 48" X 3-1/2" UNLESS NOTED OTHERWISE. 4' X 8' X 3/4" UNLESS NOTED OTHERWISE PANELBOARD (FLUSH/SURFACE MOUNT) FLOOR MOUNTED DRY-TYPE TRANSFORMER SUSPENDED OR WALL MOUNTED TRANSFORMER SWITCHBOARD, MAIN DISTRIBUTION PANEL OR DISTRIBUTION PANEL NOTED OTHERWISE. CAP AND STAKE CONDUIT TURNED DOWN CONDUIT TURNED UP EXPOSED CONDUIT EMERGENCY CONDUIT NO HASH MARKS INDICATES 2# 12, PLUS GROUND, UNLESS LEFT TO RIGHT:PHASE/NEUTRAL/SWITCH LEG/GROUND/ISOLATED GROUND. HOMERUN TO PANEL WITH CIRCUIT NUMBER(S) AS INDICATED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. PARTIAL CIRCUIT HOMERUN TO PANEL. COMMUNICATIONS CONDUIT OR CABLE: CONDUIT CONCEALED IN WALL OR CEILING UNDERGROUND CONDUIT, "DB" DENOTES DUCTBANK ENCASED IN CONCRETE ABOVE ACCESSABLE CEILING. TELECOMMUNICATIONS CABLE TRAY TO BE CONCEALEDALL RECEPTACLES SHALL BE MOUNTED 18" ABOVE FINISHED FLOOR TO CENTER OF DEVICE UNLESS NOTED OTHERWISE. SEC SECT SHT SIM SF SAF SA SCHED SE SECONDARY SQUARE FEET SHEET SECTION SIMILAR SUPPLY AIR FAN SEWAGE EJECTOR SCHEDULE SUPPLY AIR EXISTING TO BE RELOCATED REINF RPM RLA RTU REV REL REQD RGS ROOFTOP UNIT REVOLUTIONS PER MINUTE RUNNING LOAD AMPS REVISION, REVISE RIGID GALVANIZED STEEL REQUIRED RCPT RE REC REFR RAD RA RCP RAF RECEPTACLE REFRIGERATOR REFERENCE, REFER REINFORCING RECEPTACLE REFLECTED CEILING PLAN RETURN AIR FAN REFRIGERATED AIR DRYER RETURN AIR 5 VARIABLE FREQUENCY DRIVE PROVIDED BY DIVISION 23 SIMPLEX WALL RECEPTACLE, NEMA 5-20R, 20A, 125V. AND INSTALLED BY DIVISION 26. T SINGLE OR THREE PHASE MOTOR NUMBER INDICATES DISCONNECT (SAFETY) SWITCH "200/3/150" DENOTES AMPERES/POLE/FUSE, "NF" DENOTES NON-FUSED ENCLOSED CIRCUIT BREAKER- "200/3/150" DENOTES MOTOR STARTER FURNISHED BY DIVISION 23 AND COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR STARTER, "30/3/15/#0" DENOTES AMPERES/POLES/FUSE/ STARTER SIZE, "NF" DENOTES NON-FUSED. FURNISHED BY AMPERES/POLE/TRIP. INSTALLED BY DIVISION 26. DIVISION 23 AND INSTALLED BY DIVISION 26. ELECTRIC DUCT HEATER "N3R" DENOTES NEMA 3R HORSE POWER (ON)1LA-6 1LA-2,4 DB EM R EXISTING TO BE REMOVED UNLESS OTHERWISE NOTED. DRAWING NOTE REFERENCE STARTER/DISCONNECT SCHEDULE REFERENCE FEEDER SCHEDULE REFERENCE LIGHTING CONTACTOR TIME SWITCH PHOTOCELL PUSH BUTTON/DOOR BELL SHADED SYMBOLS INDICATE EXISTING DEVICES TO REMAIN, INDICATES WALL-MOUNTED WHEN ATTACHED TO ANY SYMBOL WATER FLOW SWITCH SUPERVISORY SWITCH "FA" DENOTES FIRE ALARM, "T" DENOTES TELEPHONE, "C" DENOTES MASTER CLOCK, "CR" DENOTES CASH REGISTER "CA" DENOTES MASTER CLOCK, "OHE" DENOTES OVERHEAD ELECTRICAL LINE. "I" DENOTES INTERCOM, "S" DENOTES SECURITY, "PA" DENOTES PAGING, "V" DENOTES VIDEO, "D" DENOTES DATA, RELAY TS LC PC TC TIMECLOCK 1 D R P R "LOW" PORTION OF "HIGH/LOW" OUTLETS, REFER TO OUTLET DETAIL. "HIGH" PORTION OF "HIGH/LOW" OUTLETS, REFER TO OUTLET DETAIL. RECONNECT EXISTING DEVICE TO CIRCUITRC REMOVE AND REPLACERR EMERGENCY POWER OFF BUTTON. HID HIGH INTENSITY DISCHARGE HD ELECTRIC HAND DRYER HEATING, AIR CONDITIONING RATEDHACR CIRCUIT BREAKER FSD MOTORIZED FIRE SMOKE DAMPER LVL LEVEL OAHU OUTSIDE AIR HANDLING UNIT INDICATED REL/EX NEW LOCATION OF RELOCATEDEQUIPMENT SHUNT TRIPST TP CHILD TAMPER PROOF DEVICE ACCORDING TO PLANS, AND BOTTOM SHALL REMAIN UNSWITCHED. SPLIT WIRED RECEPTACLE. TOP RECEPTACLE SHALL BE SWITCHED MOTOR CONTROL CENTER CONDUIT UNDERSLAB OR UNDERGROUND OVERHEAD ELECTRIC PRIMARY UTILITY POWER LINEOHE BEAM DETECTOR TRANSMITTER, HIGH IN CEILING WALL DIRECT BEAM DETECTOR RECEIVER, HIGH IN CEILING WALL DIRECT LINE OF SIGHT. LINE OF SIGHT. WALL MOUNTED SPEAKER. VARIABLE AIR VOLUMEVAV FPTB FAN POWERED TERMINAL BOX AMERICAN WIRE GAUGEAWG. VISUAL FIRE ALARM (STROBE) WALL MOUNT +80" AFF- 15/75cd U.N.O. "D" INDICATES DUCT TYPE "R" INDICATES 120 VOLT RESIDENTIAL TYPE W "F" INDICATES FLOOR MOUNTED "H" INDICATES HANGING MOUNTED W "F" INDICATES FLOOR MOUNTED "H" INDICATES HANGING MOUNTED AVI AVO FIRE ALARM SPEAKER STROBE / WALL MOUNTED FIRE ALARM SPEAKER / WALL MOUNTED INDICATES THE LOCATION OF A NEW TECHNOLOGY WALL OUTLET, PROVIDE DUAL GANG BACK BOX. REFERENCE TECHNOLOGY SHEET FOR CONTENT. REFERENCE TECHNOLOGY/SECURITY SHEET FOR ADDITIONAL INFORMATION. REFERENCE TECHNOLOGY/SECURITY SHEET FOR ADDITIONAL INFORMATION. BLDG. BKR BUILDING BREAKER GAS UNIT HEATERGUH EXH EXHAUST ENCLOSURE EQUIPMENT ELECTRIC UNIT HEATER EMERGENCY EXISTING TO REMAIN EMERGENCY POWER OFF ENERGY MANAGEMENT SYSTEM ELECTRIC WATER HEATER EPO EUH EQUIP (ER) EWH ENCL. ENGR. EMERG EMS ENGINEER DS DISHWASHER DX FAN COIL UNIT DOMESTIC WATER HEATER DOMESTIC WATER PUMP DXFC DW DWG DWH DWP DRAWING SURGE PROTECTION DEVICESPD "DR" DENOTES DROPPED RECEPTACLE, CONTROLLED FOURPLEX (DOUBLE DUPLEX) WALL RECEPTACLE. NEMA 5-20R, 20A, 125V. CONTROLLED DUPLEX WALL RECEPTACLE, NEMA 5-20R, 20A, 125V. TWO-GANG CEILING OUTLET TWO-GANG FLOOR OUTLET DAYLIGHT ZONEDZ SURGE PROTECTION DEVICE EMERGENCY LIGHT FIXTURE WITH BATTERY PACK. PROVIDE WITH UNSWITCHED HOT FOR LOSS OF VOLTAGE AND CHARGING (SAME CIRCUIT AS NORMAL POWER LIGHTING). FIXTURES SHALL BE WIRED IN A MANNER AS TO ALLOW SWITCHING OF FIXTURES WITHOUT DISCHARGING THE EMERGENCY BATTERY. BATTERY PACK IS TO ONLY OPERATE IN THE EVENT OF A POWER OUTAGE. ROUND DOWNLIGHT FIXTURE. CEILING MOUNTED EXIT SIGN; ARROWS AS INDICATED. SHADED AREA WALL MOUNTED EXIT SIGN; ARROWS AS INDICATED. SHADED AREA BATTERY OPERATED UNLESS NOTED OTHERWISE. EMERGENCY WALL MOUNTED LIGHTING FIXTURE. SITE LIGHTING FIXTURE. DENOTES FACE. LIGHTING FIXTURE SCHEDULE. STAGGERED STRIP LIGHTING FIXTURE. TRACK LIGHTING FIXTURE. MOUNTED AS SHOWN ON DENOTES FACE. LETTER(S) DENOTE TYPE- SEE LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 1' X 4' LIGHTING FIXTURE. 2' X 2' LIGHTING FIXTURE. 1' X 2' LIGHTING FIXTURE. 1' X 1' LIGHTING FIXTURE. STRIP LIGHTING FIXTURES. 2' X 4' LIGHTING FIXTURE. SECURITY WALL PACK WALL MOUNTED LIGHTING FIXTURE. SQUARE DOWNLIGHT FIXTURE. LIGHT EMITTING DIODELED MAP MASTER ALARM PANEL MAXIMUM MANUFACTURER METAL HALIDE MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MECHANICAL MINIMUM CIRCUIT AMPS MASTER ANTENNA TELEVISION SYSTEM MAIN DISTRIBUTION PANEL MINIMUM MAIN SWITCHBOARD MOUNTED MERCURY VAPOR MAXIMUM OVER-CURRENT PROTECTION MOTORIZED DAMPER MICROPHONE MOCP MSB MTD MV MFR MH MIN. MIC MECH. MCC MDP MD MATV MAX. MCB MCA METERM METAL CLAD CABLEMC MAIN LUGS ONLYMLO PHOTOCELL PHASE PILOT LIGHT PNEUMATIC PANEL PAIR PRIMARY PUSHBUTTON PLUMBING PHOTOSENSOR POINT OF SALE POWER POLE PR PRI PVC PS PLBG PNL POS PP PNEU PC PB PH PL POLE, PUMPP POLYVINYL CHLORIDE POWERPWR WT WWF WELDED WIRE FABRIC WATERTIGHT, WEIGHT W W/O WP WS W/ WATT, WIRE, WIDTH WEATHERPROOF WATER SOFTENER WITH WITHOUT WG WIREGUARD W/FT WATTS PER SQUARE FOOT2 "SP" DENOTES SPLIT WIRED SP AREA OF RESCUE ASSISTANCESOS BELLB SMOKE DETECTOR - MULTI CRITERIA DETECTOR FURNITURE FEED FIXT "D" DENOTES DROP CORD RECEPTACLE,"CR" DENOTES CORD REEL, "MD" DENOTES MOTOR DAMPER, POKE-THROUGH SCHEDULE AND KEYED NOTES. POST-TOP FIXTURE/ACORN FIXTURE BRACKET ARM INDICATES WALL MOUNT WITH ARM "H" DENOTES HORIZONTALLY ORIENTED RECEPTACLE, SEE ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT. "UC" DENOTES UNDER COUNTER MOUNTING, SEE "L" INDICATED LOCAL SOUND REINFORCEMENT L INTERCOM DOOR STATION HOLD UP BUTTON GLASS BREAK SENSOR CEILING MOUNTED MOTION DETECTOR WALL MOUNTED MOTION DETECTOR LONG RANGE MOTION DETECTOR KEYPAD INTERCOM MASTER STATION CARD READER DOOR RELEASE BUTTON ADA AUTO DOOR OPEN BUTTON DOOR CONTACT INTRUSION DETECTION PANEL WALL MOUNTED CARD READER GFI F SWITCH ANNOTATION AS FOLLOWS: REMOTE LED INDICATOR LIGHT C (2) LV LOW VOLTAGE CLOCK SHALL BE MOUNTED 12" BELOW FINISHED CEILING. (2) DENOTES DOUBLE SIDED CLOCK. SX TV TV ROUGH-IN: 3-GANG RECESSED TV BOX, CONTAINING 1 DUPLEX RECEPTACLE, 1 GANG FOR AV, 1 GANG FOR DELTA. a,b,c TYPE, PER SCHEDULE NO TYPE INDICATES SINGLE POLE TOGGLE SWITCH SWITCH LEGS, PER PLAN, SHOWN HERE AS 3 (a,b,c) ALL SWITCH TYPES AND SENSORS TYPES FOUND ON 'LIGHTING CONTROL DEVICE SCHEDULE' LOCATED ON ELECTRICAL SCHEDULES SHEETS OCCUPANCY SENSOR ANNOTATION, AS FOLLOWS: OCx OCCUPANCY / VACANCE SENSOR 'x' INDICATES TYPE, PER SCHEDULE CEILING SENSOR WITH BRACKET INDICATES WALL / CORNER MOUNT LIGHT SENSOR ANNOTATION, AS FOLLOWS: PC DIGITAL PHOTOSENSOR DS DAYLIGHT HARVESTING SENSOR EX.X TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:09 PME0.01 ELECTRICAL SYMBOL LEGEND 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:14 PME1.01 PHOTOMETRIC SITE PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. M J J J J J J J J M M M J J J J J J J M M JM JJ JJ JJ JM JJJ J SALLY PORT 127 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 EUTHANASIA ROOM 135 DRUG STORAGE 134 CORRIDOR 110 IT ROOM 137 COPY/ WORK ROOM 103 MENS RESTROOM 121 WORK / MEDICAL AREA 133 MECHANICAL/ ELECTRICAL 132 DRY STOR. 139 MENS RESTROOM 106 LAUNDRY ROOM 120 KENNEL TECH OPEN AREA 119 RABIES QUARANTINE 118 WOMENS RESTROOM 126 FILE ROOM 104 RECEPTION 101 MENS RESTROOM 121 CORRIDOR 109 LOBBY 102 CATS 142 DRY STOR. 139 TRAINING ROOM 107 TRAINING ROOM 108 WOMENS RESTROOM 114 CORRIDOR 116 KENNEL 3 147 KENNEL 1 145 KENNEL 5 149 QUARANTINE 1 153 DPA ATSMTS HA TLA LA MAIN DISCONNECT SWITCH NEW GAS GENERATOR REFER TO DRAWING E4.01 ONE-LINE DIAGRAM NEW POWER COMPANY TRANSFORMER REMOVABLE PROTECTIVE BOLLARDS ACCU_1ACCU_2ACCU-3 WP GFCI FCU-1 HB DFCU_1 DACCU-1 E4.2 42" GFCI 42" GFCI GFCI GFCI 42" GFCI 42" GFCI 42" GFCI GFCI E4.2 42" GFCI 42" GFCI WP GFCI FCU-3 42" GFCI 42" GFCI GFCI GFCI 42" GFCI FCU-2 WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI OACU_1 OACU_2 WP GFCI 36"AFF WP GFCI 42" GFCI 42" GFCI 36"AFF WP GFCI GFCI 15 15 A A D D L L M M Q Q B B K K N N P P 3 3 4 4 5 5 7 7 8 8 1 1 2 2 I IHH 6 6 F FEE C C 16 16 14 14 42" GFCI 42" GFCI 42" GFCI GFCI GFCI GFCI 42" GFCI42" GFCI 42"60A/3P/NF GFCI 42" GFCI 42" GFCI 50A/2P 42" GFCI LA-1,3 LA-5,7,9 LB-1,3,5 LB-7,9,11 LB-13,15,17 LA-2,4 E5.13 E3.4 E5.2 HB-1,3,5 LOAD BANK VERIFY LOCATION E5.12 E5.12 E5.12 E5.12 LA-15 EF-1 LB-10,12 LB-6,8 LB-2,4 EF-2 LB EF-3 WP GFCI LB-14 LB-20,22,24 141618 20 22 24 LB-19 LB-21 LB-23 LB-29 LB-31 LB-25LB-33 LB-35LB-37 LB-27 42" 42" 42" LB-39 LB-41 LB-30 LB-32 LB-34LB-36 LA-17 LA-25 LA-27 LA-29 LA-31 LA-33 LA-35 LA-37 E4.11 LA-16 LA-18 LA-20 LA-22 LA-24 LA-26 LA-13 E1.3 E1.3 LA-28 LA-30 LA-32 HB-2,4,6 LA-34 LA-36 LA-38 LA-39 LA-41 30A/NF/3P HB-7,9,11HB-8,10,12 LB-16,18 ICE MAKER LB-38 LA-43 E5.7 LA-44 LA-21 LA-23 E4.10 LA-6 E4.12 E4.13 LA-8 LA-14 LB-26,28 DFCU-2 E5.13 LA-45 LA-47,49 DACCU-2 LIGHTING RELAY PANEL LA-51 LA-53 E4.14 EWH HB-13 42" GFCI LB-40 HOOD E5.2 LA-55 E5.15 LA-57 E5.15 LB-42 LA-46,48 E5.16 Gas Meter PLUMBING SOLIDS INTERCEPTOR AND TEST WELL COORDINATE WITH PLUMBING AND CIVIL CONTRACTORS FOR CENTERPOINT ENERGY AND EMERGENCY GENERATOR CONDUITS ROUTED UNDERGROUND IN THIS AREA. E5.17 LA-59 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI 36"AFF WP GFCI KENNEL 1 145 KENNEL 3 147 CORRIDOR 144 CORRIDOR 144 CORRIDOR 144 KENNEL 5 149 DOG RUN 488 CORRIDOR 154 DOG RUN 233 CUST. 138 DOG WASH 130 EQUIPMENT STORAGE 128 TRAPS STORAGE 129 ADOPTION ROOM 117 ADOPTION ROOM 141 DOG RUN 230 DOG RUN 231 KENNEL 2 143 KENNEL 4 146 CORRIDOR 151 KENNEL 6 150 CORRIDOR 152 ANIMAL CONTROL OFFICERS 115 STORAGE 105 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122 SHOWER 123 SHOWER 124 CORRIDOR 148 HB-14,16,18 CONTRACTOR SHALL COORDINATE WITH EQUIPMENT SUPPLIER FOR EXACT POWER REQUIREMENTS FOR WASHER AND DRYER PRIOR TO ROUGH-IN. LA-50,52,54 HB-15,17,19 EUH-130A/3P/NF EUH-2 HB-21,23,25 30A/3P/NF A. ELECTRICAL DEVICES SHOWN ARE NOT EXACT. ALL DEVICE LOCATIONS SHALL BE VERIFIED WITH ARCHITECTURAL MILLWORK, CASEWORK, AND GENERAL ELEVATION VIEWS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, OUTLET BOXES, JUNCTION BOXES FOR ALL TECHNOLOGY, LOW VOLTAGE, ACCESS CONTROL SECURITY, SURVEILLANCE, AND OTHER DIVISION 27/28 SCOPE. REFER TO DIVISION 27/28 DRAWINGS AND SPECIFICATIONS FOR ALL WORK REQUIRED. OMISSION OF THIS SCOPE FROM DIV 26 SCOPE OF WORK IS PROHIBITED. C. HVAC AND PLUMBING EQUIPMENT LOCATIONS ARE NOT EXACT, AND THE EXACT POINT OF CONNECTION TO EQUIPMENT MAY VARY. COORDINATE EXACT ROUGH-IN REQUIREMENTS IN FIELD AND WITH FINAL SUBMITTALS FOR ALL DIV. 21/22/23 EQUIPMENT. D. PROVIDE LABELING OF ALL DEVICES, CONDUIT, PANELS, AND JUNCTION BOXES IN ACCORDANCE WITH ELECTRICAL SPECIFICATIONS. E. MINIMIZE ROOF PENETRATIONS. WHERE ABLE, ROUTE ALL CONDUIT FOR ROOF MOUNTED EQUIPMENT THROUGH ROOF CURB. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING NECESSARY WATER PROOFING AROUND ROOF PENETRATIONS WITH ROOFING INSTALLER. F. ALL RECEPTACLES LOCATED IN RESTROOMS, JANITOR CLOSETS, MECHANICAL ROOMS, ELEVATOR PITS OR SHAFTS, ELEVATOR EQUIPMENT ROOMS, SERVING ELECTRIC DRINKING FOUNTAINS OR VENDING MACHINES, LOCATED WITHIN 6' OF A SINK, LOCATED ABOVE A WET COUNTERTOP OR IN A KITCHEN OR COFFEE BAR SHALL BE GFCI. FEED-THRU GFCI/GFI IS PROHIBITED, ALL GFCI/GFI DEVICES SHALL BE PROVIDED WITH INDIVIDUAL TEST/RESET FEATURES. G. MULTI-WIRE HOME RUNS SHALL NOT BE ALLOWED. PROVIDE DEDICATED NEUTRALS FOR ALL CIRCUITS. SHARING CONDUIT IS PERMISSIBLE WHERE TOTAL CONDUCTOR AMPACITY DERATING HAS BEEN PERFORMED BY ELECTRICAL CONTRACTOR. THE NEUTRAL IS CONSIDERED CURRENT-CARRYING. H. LABEL ALL CIRCUITS AT ALL JUNCTION BOXES AND OUTLETS (AS DEFINED BY NEC) WITH TYPE-WRITTEN LABEL IDENTIFYING CIRCUIT ON THE BACK OF DEVICE COVER PLATES OR ON COVER OF JUNCTION BOX. IF A BOX HAS MULTIPLE CIRCUITS WITHIN, LABEL ALL CIRCUITS. GENERAL ELECTRICAL NOTES: TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:50 PMEP2.11 POWER PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00▯ELECTRICAL KEYED NOTES E1.3 PROVIDE HUBBELL, FLOOR BOX MODEL #CFBS1R4CFB WITH SUB-PLATES #S1R4SPDUPLEX. COORDINATE DEVICE COVER/FINISH WITH ARCHITECT PRIOR TO ORDERING. ROUTE (1) 3/4" CONDUIT FOR POWER BELOW SLAB. TURN UP IN WALL AND ROUTE TO PLENUM. VERIFY EXACT LOCATION WITH ARCHITECT. E3.4 PROVIDE GROUND BUS FOR USE BY TELECOM UTILITY. E4.2 PROVIDE RECEPTACLE FOR DRINKING FOUNTAIN AT THIS LOCATION. PROVIDE REMOTE GFCI TEST BUTTON ADJACENT TO DRINKING FOUNTAIN AT NORMAL RECEPTACLE HEIGHT IN AN ACCESSIBLE LOCATION. E4.10 PROVIDE L5-30R TWIST LOCK RECEPTACLE MOUNTED TO TOP OF LADDER RACK AT REAR SIDE OF EQUIPMENT RACK. COORDINATE EXACT LOCATION WITH EQUIPMENT SUPPLIER. E4.11 QUADRAPLEX RECEPTACLE MOUNTED TO TOP OF LADDER RACK AT REAR SIDE OF EQUIPMENT RACK. COORDINATE EXACT LOCATION WITH EQUIPMENT SUPPLIER. E4.12 JUNCTION BOX MOUNTED 48"AFF FOR CONNECTION TO SECURITY SYSTEM ACCESS CONTROL SYSTEM. E4.13 JUNCTION BOX MOUNTED 48"AFF FOR CONNECTION TO SECURITY SYSTEM INTRUSION CONTROL SYSTEM. E4.14 PROVIDE POWER FOR GAS DETECTION PANEL, FIELD VERIFY EXACT LOCATION. E5.2 PROVIDE POWER TO HOT WATER CIRCULATION PUMP AND TIME SWITCH ON INDICATED CIRCUIT. PROVIDE DISCONNECTING MEANS FOR EACH DEVICE. E5.7 PROVIDE RETRACTABLE CORD REEL CENTERED ABOVE TABLE. PROVIDE HARDWIRED CONNECTION AT CEILING IN COORDINATION WITH REQUIREMENTS OF SELECTED EQUIPMENT. REFER TO DRAWING E6.01, DETAIL 18. E5.12 JUNCTION BOX MOUNTED ABOVE CEILING FOR PROVIDE CONNECTION TO MOTORIZED DAMPER WITH DISCONNECTING MEANS AT EACH DAMPER. E5.13 MOUNT JUNCTION BOX HIGH AT UNIT WITH 3/4" CONDUIT WITH PULL STRING ROUTED TO SPLIT SYSTEM DACCU-1 MOUNTED ON EXTERIOR. THIS UNIT RECEIVES ITS POWER FROM EXTERIOR UNIT. COORDINATE WITH MECHANICAL CONTRACTOR ON ROUTING CONDUIT WITH MECHANICAL PIPING. E5.15 JUNCTION BOX MOUNTED ABOVE ACCESSIBLE CEILING WITH 120 VOLT CIRCUIT FOR CONNECTION TO AUTOMATIC FLUSH VALVES. REFER TO DETAIL 12 ON DRAWING E6.02 AND COORDINATE WITH PLUMBING CONTRACTOR FOR EXACT REQUIREMENTS. E5.16 30 AMP, 2 POLE, NON-FUSE DISCONNECT SWITCH FOR CONNECTION TO MOTORIZED DOOR PROVIDED WITH RAISE/LOWER DOOR CONTROL. COORDINATE WITH DOOR INSTALLER FOR EXACT MOTOR SIZE, AMPERAGE AND PHASE. E5.17 JUNCTION BOX FOR POWER TO INTERCEPTOR ALARM PANEL. COORDINATE WITH PLUMBING CONTRACTOR. EP2.11 1/8" = 1'-0" 1 POWER PLAN EMERGENCY RESPONDER RADIO COVERAGE NOTE: CONTRACTOR SHALL COMPLY WITH 2015 IFC SECTION 510, "EMERGENCY RESPONDER RADIO COVERAGE". THIS CODE REQUIREMENT APPLIES TO THE ENTIRE BUILDING. A REPORT OF RADIO COMMUNICATION COVERAGE SHALL BE TURNED INTO THE FIRE MARSHAL'S OFFICE. BASED ON THE RESULTS OF THE REPORT, IF IT IS DETERMINED THAT THERE IS INSUFFICIENT RADIO COVERAGE IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE E.R.R.C. SYSTEM SHALL BE ADDED. №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE 10 10 15 15 A A D D L L M M Q Q B B K K N N P P 3 3 4 4 5 5 7 7 8 8 1 1 2 2 G G J J 13 13 I IHH O O 6 6 9 9 F FEE C C 16 16 14 14 11 11 RTU-1 DPA-4 WP GFCI LA-11 TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:57 PMEP3.11 ROOF LEVEL POWER PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 EP3.11 1/8" = 1'-0" 1 ROOF LEVEL POWER PLAN №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. OC1 ←←OC1 OC2 OC2 OC1 OC1 OC1 OC1 OC1 OC1OC1 OC1 OC1 OC1 OC1 OC1 OC2 OC2 OC2 OC2 OC1 OC1 OC1 DC DC DC DC DC DC DC DC DC DC DC DCDC DC SALLY PORT 127 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 EUTHANASIA ROOM 135 DRUG STORAGE 134 CORRIDOR 110 IT ROOM 137 COPY/ WORK ROOM 103 MENS RESTROOM 121 WORK / MEDICAL AREA 133 MECHANICAL/ ELECTRICAL 132 DRY STOR. 139 MENS RESTROOM 106 LAUNDRY ROOM 120 KENNEL TECH OPEN AREA 119 RABIES QUARANTINE 118 ANIMAL CONTROL OFFICERS 115 WOMENS RESTROOM 126 FILE ROOM 104 RECEPTION 101 CORRIDOR 109 LOBBY 102 CATS 142 DRY STOR. 139 TRAINING ROOM 107 WOMENS RESTROOM 114 CORRIDOR 116 KENNEL 3 147 KENNEL 1 145 KENNEL 5 149QUARANTINE 1 153 OC1 OC1 LV OC1 LV LV LV LV OC1 OC1 OC1 OC1 LV OC1 OC1 OC1 OC1 LV LV OC1OC1 LV LV LV LV OC1 OC1 LV LV W2 OC1 OC1 X X2 D8ED8 MEME W2X X W2 W2 LV X W2 B BE 15 15 A A M M Q Q B B K K N N P P 3 3 4 4 5 5 7 7 8 8 1 1 2 2 I IHH O O 6 6 9 9 F FEE C C 14 14 AEA BB BB B BEB BE BB BB BB W2 BBBE BBBE OC1 FE FE FE AE FE AE LV LV LV LV A AE A H A GE GE LV LV LVabcdecccc b c b cc LV LVX X W1W1 W1 W1 W1 W2 X W1 W1 W1 W1 W1 W1 W1 W2 X X X AEAE CE CE CECE CE CE CE CE C C C C C C C CE OC1 HA-1 D12 D12 D12E HA-3 HA-2HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 HA-2 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 E6.1 BEB B B CECEC C CE CE C D12E D12 D12 B AEA AEA AEA CE CE CE CE C CC CE CE CE CE CECE D9D9 C C CECE C D8 C OC1 c V4 a V4V4V4EV4V4E aaaaaaa V4 aa V4 a a D4E e V4D4EV4V4EV4V4EV4V4 eeeeeeeeeee D8ED8 bb D8ED8 bb D8ED8 bb D8E b b D8ED8 dd D8ED8 dd D8ED8 dd D8ED8 dd D8E dd d d HA-5 HE H HE H HE H H BE F F F FFE c TRAINING ROOM 108 CORRIDOR 144 CORRIDOR 144 CORRIDOR 144 DOG RUN 488 CORRIDOR 154 DOG RUN 233 CUST. 138 DOG WASH 130 EQUIPMENT STORAGE 128 TRAPS STORAGE 129 ADOPTION ROOM 117 ADOPTION ROOM 141 DOG RUN 230 DOG RUN 231 KENNEL 2 143 KENNEL 4 146 CORRIDOR 151 KENNEL 6 150 CORRIDOR 152 STORAGE 105 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122SHOWER 123 SHOWER 124 CORRIDOR 148 CE CE CE CE d d d d CE CE CE CE d d d d D DE DE DE DEDEDDD V8E V4E V4 V4E V4E V8E V4E V4E V4E V4E DE DE LIGHTING GENERAL NOTES: A. CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH PERFORMANCE DESCRIPTION INDICATED IN THE LIGHTING CONTROL DEVICE SCHEDULE FOUND ON SCHEDULE SHEETS. B. MULTIPLE SWITCHES SHOWN TOGETHER SHALL BE GANGED UNDER A COMMON COVER PLATE. C. PROVIDE LABELING OF ALL CONTROL DEVICES, SWITCH PACKS, LIGHT FIXTURES, JUNCTION BOXES, ETC IN ACCORDANCE WITH ELECTRICAL SPECIFICATIONS. D. LIGHTING FIXTURE LOCATIONS SHOWN TAKE PRECEDENT IN CEILING LOCATION TO ALL OTHER TRADES. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING OTHER TRADES DO NOT IMPACT SPACING AND/OR OVERLAYMENT OF OTHER DEVICES WHERE LIGHT FIXTURES MUST BE INSTALLED. E. REFERENCE SYMBOLS LEGEND FOR LIGHT SWITCH DEVICE NOMENCLATURE AND SWITCH-LEG ASSOCIATIONS. F. ALL 2X2, 2X4 FIXTURES INSTALLED IN SUSPENDED GRID CEILING SHALL BE PROVIDED WITH (2) SECONDARY SUPPORT WIRES ANCHORED DIRECTLY TO STRUCTURE. G. PROVIDE ALL EMERGENCY LIGHT FIXTURES WITH UNSWITCHEDHOT LEG AS DEFINED IN NEC 700.12. H. ROUTE AN UNSWITCHED HOT LEG TO ALL LIGHT FIXTURES DESIGNATED AS EMERGENCY. HOT LEG SHALL ORGINATE FROM CIRCUIT SERVING NORMAL LIGHTING FIXTURES IN THAT SPACE. UNSWITCHED HOT LEG SHALL CONNECT TO THE NORMAL POWER SERVING SENSING LUG ON THE EMERGENCY BATTERY PACK. I. PROVIDE UNSWITCHED CIRCUIT TO ALL EXIT SIGNS. TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:43 PMEL2.11 LIGHTING PLAN 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 EL2.11 1/8" = 1'-0" 1 LIGHTING PLAN KEYED NOTES ROUTE HOMERUN THROUGH LIGHTING RELAY PANEL.E6.1 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:18 PME4.01 ELECTRICAL ONE-LINE DIAGRAM 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:23 PME5.01 ELECTRICAL SCHEDULES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:28 PME5.02 PANEL SCHEDULES 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 Total Load (Diversified): 10353 VA VA = 12 A Total Connected Load: 8282 VA VA = 10 A Location of Panel: MECHANICAL/ ELECTRICAL 132 (M)Misc.(SP)Sub Pnl. 220.60 (F)Fans 220.5 (MT)Lrg. Motor 220.60 (H)Heating 0 VA (WH)Wat. Htr. 220.60 (C)Cooling 0 VA 620.14 (E)Elevators 220.56 (K)Kitchen (EL)Ext. Ltg. 220.44 (R)Receptacle 210.20(a) (L)Lighting 8282 VA 125.00% 10353 VA N.E.C. (2020) Load Type Conn. Fct. Diversity N.E.C. (2020) Load Type Conn. Fct. Diversity 0 VA -- Space -- 41 42 -- Space -- 0 VA 0 VA -- Space -- 39 40 -- Space -- 0 VA 0 VA -- Space -- 37 38 -- Space -- 0 VA 0 VA -- Space -- 35 36 -- Space -- 0 VA 0 VA -- Space -- 33 34 -- Space -- 0 VA 0 VA -- Space -- 31 32 -- Space -- 0 VA 0 VA -- Space -- 29 30 -- Space -- 0 VA 0 VA -- Space -- 27 28 -- Space -- 0 VA 0 VA -- Space -- 25 26 -- Space -- 0 VA 0 VA -- Space -- 23 24 -- Space -- 0 VA 0 VA -- Space -- 21 22 -- Space -- 0 VA 0 VA -- Space -- 19 20 -- Space -- 0 VA 0 VA -- Space -- 17 18 -- Space -- 0 VA 0 VA -- Space -- 15 16 -- Space -- 0 VA 0 VA -- Space -- 13 14 -- Space -- 0 VA 0 VA -- Space -- 11 12 20 A Spare -- 0 VA 0 VA -- Space -- 9 10 20 A Spare -- 0 VA 0 VA -- Space -- 7 8 20 A Spare -- 0 VA 3502 VA L LIGHTING 12 20 A 5 6 20 A 8 EXTERIOR FLAG POLE... L 162 VA 1671 VA L LIGHTING 12 20 A 3 4 20 A 8 EXTERIOR SITE POLE... L 327 VA 2176 VA L LIGHTING 12 20 A 1 2 20 A 10 EXTERIOR LIGHTING L 444 VA Note Load... Type Description Wire CB CKT CB Wire Description Type Load... N... Type 1 -Nema Rating ISO. GRND. BUS Feed - Thru Flush 1 Section MLO 100 A BUS (Copper) Double X Surface 480/277 Wye Volt, 3 Phase, 4 Wire Mains Type: 0 A MCB X Single Mounting Existing X NewPanelboard HA 35000 AIC Rating Total Load (Diversified): 111473 VA VA = 309 A Total Connected Load: 125399 VA VA = 348 A Location of Panel: MECHANICAL/ ELECTRICAL 132 (M)Misc. 80153 VA 100.00% 80153 VA (SP)Sub Pnl. 0 VA Not Computed 0 VA 220.60 (F)Fans 220.5 (MT)Lrg. Motor 220.60 (H)Heating 0 VA (WH)Wat. Htr. 220.60 (C)Cooling 4576 VA 100.00% 4576 VA 620.14 (E)Elevators 220.56 (K)Kitchen 6390 VA 65.00% 4154 VA (EL)Ext. Ltg. 220.44 (R)Receptacle 33480 VA 64.93% 21740 VA 210.20(a) (L)Lighting 200 VA 125.00% 250 VA N.E.C. (2020) Load Type Conn. Fct. Diversity N.E.C. (2020) Load Type Conn. Fct. Diversity 83 84 81 8286273 VA Power ; R; K; M LB 250 250 A 79 80 30 A 10 SPD2 SP 0 VA 0 VA -- Space -- 77 78 20 A Spare -- 0 VA 0 VA -- Space -- 75 76 20 A Spare -- 0 VA 0 VA -- Space -- 73 74 20 A Spare -- 0 VA 0 VA -- Space -- 71 72 20 A Spare -- 0 VA 0 VA -- Space -- 69 70 20 A Spare -- 0 VA 0 VA -- Space -- 67 68 20 A Spare -- 0 VA 0 VA -- Space -- 65 66 20 A Spare -- 0 VA 63 64 20 A Spare -- 0 VA 1590 VA M MOTORIZED GATE 10 20 A 61 62 20 A Spare -- 0 VA 200 VA M ALARM PANEL 12 20 A 59 60 20 A Spare -- 0 VA 200 VA Power AUTOMATIC FLUSH VALVES 12 20 A 57 58 20 A Spare -- 0 VA 400 VA M CIRCULATING PUMP 12 20 A 55 56 20 A Spare -- 0 VA 200 VA Power Power SALLY PORT 127 12 20 A 53 54 200 VA L LIGHTING RELAY PANEL 12 20 A 51 52 49 50 20 A 12 WASHING MACHINE R 4320 VA 2288 VA C DACCU-2 10 30 A 47 48 180 VA R EXTERIOR RECEPTACLE 12 20 A 45 46 20 A 12 MOTORIZED DOOR M 1000 VA 180 VA R R WORK / MEDICAL AREA 133 12 20 A 43 44 20 A 12 REFRIGERATOR R 180 VA 540 VA R R DRY STOR.-1 139-1 12 20 A 41 42 360 VA R R Room 138 12 20 A 39 40 20 A 10 MOTORIZED GATE M 1590 VA 200 VA M M CUST. 138 12 20 A 37 38 15 A 12 EF-1-3 (1/4HP) M 670 VA 900 VA R R Room 126, 121-1, 120 12 20 A 35 36 20 A 12 R SALLY PORT 127 R 900 VA 540 VA R R Room 151 12 20 A 33 34 20 A 12 R SALLY PORT 127 R 540 VA 720 VA R R Room 155, 150, 146, 143 12 20 A 31 32 20 A 12 R Room 132, 130 R 1080 VA 540 VA R R CORRIDOR 152 12 20 A 29 30 20 A 12 R WORK / MEDICAL AREA 133 R 540 VA 720 VA R R Room 145-1, 147-1, 149-1, 153 12 20 A 27 28 20 A 12 MICROWAVE R 1000 VA 540 VA R RECEPTACLES 12 20 A 25 26 20 A 12 REFRIGERATOR R 850 VA 2000 VA R DATA RACK 10 30 A 23 24 20 A 12 R EUTHENASIA ROOM 135 R 540 VA 500 VA R DATA RACK 10 30 A 21 22 20 A 12 REFRIGERATOR R 850 VA 0 VA -- Spare 20 A 19 20 20 A 12 EDF R 180 VA 900 VA R R KENNEL TECH OPEN AREA... 12 20 A 17 18 20 A 12 R IT ROOM 137 R 540 VA 400 VA M MOTORIZED DAMPERS 10 20 A 15 16 20 A 12 DATA RACK R 360 VA 360 VA R FLOOR RECEPTACLE 12 20 A 13 14 20 A 12 DATA RACK R 360 VA 180 VA R RECEPT (ON ROOF) 10 20 A 11 12 20 A Spare -- 0 VA 200 VA M GEN CONTROLS 12 20 A 9 10 20 A Spare -- 0 VA 100 VA M GEN BATTERY CHARGER 12 20 A 7 8 20 A 12 M IT ROOM 137 R 500 VA 1200 VA M GEN ANTI-CONDENSATION HTR 12 20 A 5 6 20 A 12 ACCESS CONTROL SECURITY R 500 VA 3 4 4000 VA M GEN WATER JACKET HTR 10 30 A 1 2 30 A 10 DACCU-1 (EXTERIOR) C 2288 VA Note Load... Type Description Wire CB CKT CB Wire Description Type Load... N... Type 1 -Nema Rating ISO. GRND. BUS X Feed - Thru Flush 2 Section MCB 400 A BUS (Copper) X Double X Surface 120/208 Wye Volt, 3 Phase, 4 Wire Mains Type: 400 A MCB Single Mounting Existing X NewPanelboard LA 10000 AIC Rating Total Load (Diversified): 112288 VA VA = 135 A Total Connected Load: 126288 VA VA = 152 A Location of Panel: MECHANICAL/ ELECTRICAL 132 (M)Misc. 32868 VA 100.00% 32868 VA (SP)Sub Pnl. 220.60 (F)Fans 220.5 (MT)Lrg. Motor 220.60 (H)Heating 14000 VA 100.00% 0 VA (WH)Wat. Htr. 18000 VA 100.00% 18000 VA 220.60 (C)Cooling 61420 VA 100.00% 61420 VA 620.14 (E)Elevators 220.56 (K)Kitchen (EL)Ext. Ltg. 220.44 (R)Receptacle 210.20(a) (L)Lighting N.E.C. (2020) Load Type Conn. Fct. Diversity N.E.C. (2020) Load Type Conn. Fct. Diversity 0 VA -- Space -- 41 42 -- Space -- 0 VA 0 VA -- Space -- 39 40 -- Space -- 0 VA 0 VA -- Space -- 37 38 -- Space -- 0 VA 0 VA -- Space -- 35 36 -- Space -- 0 VA 0 VA -- Space -- 33 34 -- Space -- 0 VA 0 VA -- Space -- 31 32 -- Space -- 0 VA 0 VA -- Space -- 29 30 -- Space -- 0 VA 0 VA -- Space -- 27 28 -- Space -- 0 VA 25 26 -- Space -- 0 VA 23 24 -- Space -- 0 VA7000 VA H H SALLY PORT 127 20 A 21 22 -- Space -- 0 VA 19 20 -- Space -- 0 VA 17 187000 VA H EUH-1 12 20 A 15 16 3000 VA WH WATER HEATER EWH-2 12 20 A 13 14 60 A 6 DRYER M 31540 VA 11 12 9 1030710 VA C OAHU-1 12 40 A 7 8 40 A 8 OAHU-2 C 30710 VA 5 6 3 415000 VA WH WATER HEATER EWH-1 10 30 A 1 2 15 A 12 HVLS FAN (3/4HP) M 1328 VA Note Load... Type Description Wire CB CKT CB Wire Description Type Load... N... Type 1 -Nema Rating ISO. GRND. BUS Feed - Thru Flush 1 Section MLO 225 A BUS (Copper) Double X Surface 480/277 Wye Volt, 3 Phase, 4 Wire Mains Type: 0 A MCB X Single Mounting Existing X NewPanelboard HB 35000 AIC Rating Total Load (Diversified): 83497 VA VA = 232 A Total Connected Load: 86273 VA VA = 239 A Location of Panel: STORAGE-1 105-1 (M)Misc. 68603 VA 100.00% 68603 VA (SP)Sub Pnl. 220.60 (F)Fans 220.5 (MT)Lrg. Motor 220.60 (H)Heating 0 VA (WH)Wat. Htr. 220.60 (C)Cooling 0 VA 620.14 (E)Elevators 220.56 (K)Kitchen 6390 VA 65.00% 4154 VA (EL)Ext. Ltg. 220.44 (R)Receptacle 11080 VA 95.13% 10540 VA 210.20(a) (L)Lighting N.E.C. (2020) Load Type Conn. Fct. Diversity N.E.C. (2020) Load Type Conn. Fct. Diversity 540 VA R R RECEPTION 101 12 20 A 41 42 20 A 12 AUTOMATIC FLUSH VALVES Power 200 VA 500 VA R COPIER 12 20 A 39 40 20 A 12 EXHAUST HOOD M 400 VA 500 VA R EDF 12 20 A 37 38 20 A 12 ICE MAKER K 1000 VA 200 VA M EF 1-2 (1/30HP) 12 15 A 35 36 20 A 12 R Room 118, 117 R 900 VA 200 VA M EF 1-1 (1/30HP) 12 15 A 33 34 20 A 12 R Room 142, 141 R 720 VA 720 VA R R TRAINING ROOM 107 12 20 A 31 32 20 A 12 RECEPTACLE R 720 VA 720 VA R R TRAINING ROOM 108 12 20 A 29 30 20 A 12 R Room 116, 102 R 1080 VA 540 VA R R COPY/ WORK ROOM 103 12 20 A 27 28 1440 VA R R Room 110, 114, 106, 109 12 20 A 25 26 50 A 8 RANGE K 2000 VA 1260 VA R R ANIMAL CONTROL... 12 20 A 23 24 20 A 12 R BREAK ROOM 111 K 180 VA 720 VA R R ANIMAL CONTROL... 12 20 A 21 22 20 A 12 MICROWAVE K 1000 VA 720 VA R R SR. ANIMAL CONTROL... 12 20 A 19 20 20 A 12 COFFEE K 1000 VA 17 18 20 A 12 RECEPTACLE K 180 VA 15 16 20 A 12 RECEPTACLE K 180 VA17172 VA M FCU-3 8 50 A 13 14 20 A 10 REFRIGERATOR K 850 VA 11 12 9 10 40 A 8 ACCU-3 M 5429 VA 17172 VA M FCU-2 8 50 A 7 8 5 6 40 A 8 ACCU-2 M 5429 VA 3 417172 VA M FCU-1 8 50 A 1 2 40 A 8 ACCU-1 M 5429 VA Note Load... Type Description Wire CB CKT CB Wire Description Type Load... N... Type 1 -Nema Rating ISO. GRND. BUS Feed - Thru X Flush 1 Section MLO 250 A BUS (Copper) Double Surface 120/208 Wye Volt, 3 Phase, 4 Wire Mains Type: 0 A MCB X Single Mounting Existing X NewPanelboard LB 10000 AIC Rating №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:32 PME6.01 ELECTRICAL DETAILS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 -Autodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 12:12:36 PME6.02 ELECTRICAL DETAILS 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT PORT ARTHUR ANIMAL SERVICE DESCRIPTIONTEXT INDICATES THAT THE DESIGNATED DEVICE IS TO BE WALL MOUNTED AT SPECIFIED HEIGHT OR IN COMPLIANCE WITH CODE REQUIREMENTS. ALL WALL MOUNTED HEIGHTS ARE TO BE CONFIRMED WITH THE PROJECT'S ARCHITECT PRIOR TO ROUGH-IN. INDICATES THAT THE DESIGNATED DEVICE SHALL BE WEATHER PROOF AND RATED FOR EXTERIOR CONDITIONS INSTALLATION. INDICATES THAT THE DESIGNATED DEVICE IS TO BE INSTALLED ABOVE THE COUNTERTOP. A NUMERIC VALUE SHALL REPLACE THE '#' SYMBOL AND SHALL DESIGNATE THE SPECIFIC HEIGHT ABOVE COUNTER. ALL HEIGHTS ARE TO BE CONFIRMED WITH THE PROJECT'S ARCHITECT PRIOR TO ROUGH-IN. INDICATES THAT THE DESIGNATED DEVICE IS TO BE INSTALLED ABOVE THE FINISHED FLOOR. A NUMERIC VALUE SHALL REPLACE THE '#' SYMBOL AND SHALL DESIGNATE THE SPECIFIC HEIGHT ABOVE FINISHED FLOOR. ALL HEIGHTS ARE TO BE CONFIRMED WITH THE PROJECT'S ARCHITECT PRIOR TO ROUGH-IN. INDICATES THAT THE DESIGNATED DEVICE IS TO BE INSTALLED ABOVE THE GRADE LEVEL. A NUMERIC VALUE SHALL REPLACE THE '#' SYMBOL AND SHALL DESIGNATE THE SPECIFIC HEIGHT ABOVE GRADE. ALL HEIGHTS ARE TO BE CONFIRMED WITH THE PROJECT'S ARCHITECT PRIOR TO ROUGH-IN. INDICATES THAT THE DESIGNATED DEVICE IS TO BE SURFACE MOUNTED. CONTRACTOR TO PROVIDE ALL MATERIALS REQUIRED FOR A COMPLETE, SURFACE MOUNTED SOLUTION. ALL SURFACE MOUNTED PRODUCTS SHALL BE APPROVED BY THE PROJECT'S ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. INDICATES THAT THE DESIGNATED DEVICE IS TO BE MOUNTED ON THE UNDERSIDE OF THE ELEVATED CANOPY. INDICATES THAT THE DESIGNATED DEVICE IS TO BE INSTALLED UNDER A RAISED FLOOR SYSTEM. INDICATES THAT THE DESIGNATED DEVICE IS TO BE CORNER MOUNTED AT SPECIFIED HEIGHT. ALL WALL MOUNTED HEIGHTS ARE TO BE CONFIRMED WITH THE PROJECT'S ARCHITECT PRIOR TO ROUGH-IN. TYPICAL SUBSCRIPTS LEGEND 'WM' 'WP' 'AC' 'AFF' 'AG' 'SM' 'UC' 'UF' 'CM' VRS H WMR GENERAL NOTES ACP PIR ABM LSC M *#S *# *# *# *# #MU DR DS MS CR CR DS TECHNOLOGY GENERAL NOTES DEVICESVIDEO SURVEILLANCE LEGEND DESCRIPTIONSYMBOLGROUP WALL MOUNTED VIDEO SURVEILLANCE CAMERA VIDEO RECORDING SERVER. REFERENCE SPECIFICATIONS FOR INFORMATION CONCERNING ANALOG OR IP BASED TYPE SYSTEM. INDICATES THE LOCATION OF A VIDEO SURVEILLANCE MAIN UNIT.DEVICESTECHNOLOGY LEGEND DESCRIPTIONSYMBOLGROUP 'D#' INDICATES THE LOCATION OF A NEW TECHNOLOGY OUTLET. CONTRACTOR TO PROVIDE FACEPLATE WITH A MINIMUM OF FOUR (4) PORTS AT EACH LOCATION UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR TO PROVIDE A DOUBLE GANG BACK BOX WITH A SINGLE GANG REDUCER RING AND A 1" EMT CONDUIT FROM THE BOX TO THE NEAREST ACCESSIBLE CEILING. SOME EXISTING BUILDINGS MAY REQUIRE SURFACE MOUNTED RACEWAY. ELECTRICAL CONTRACTOR TO PROVIDE RACEWAY AS SPECIFIED AND DESIGNATE IN THE ELECTRICAL CONTRACT DOCUMENTS. SYSTEM INSTALLER TO PROVIDE A PLASTIC PROTECTIVE BUSHING ON EACH CONDUIT STUB-OUT TO PREVENT CABLE DAMAGE. INDICATES THE LOCATION OF A FLOOR MOUNTED TECHNOLOGY OUTLET. ELECTRICAL CONTRACTOR TO PROVIDE A FLOOR BOX WITH ONE (1) 1" CONDUIT PER EVERY SIX (6) CABLES INSTALLED. ALL CONDUITS SHALL ROUT FROM THE FLOOR BOX DIRECTLY TO THE WALL INDICATED AND STUB-UP INTO THE NEAREST ACCESSIBLE PLENUM CEILING. INDICATES THE LOCATION OF A CEILING MOUNTED OUTLET. CONTRACTOR SHALL MOUNT THIS OUTLET AT +12" ABOVE THE CEILING AND COORDINATE ALL FINAL LOCATIONS WITH OTHER TRADES ON THE PROJECT TO VERIFY THAT THE LOCATION OF THE OUTLET MAINTAINS 12" OF CLEARANCE FROM THE FRONT OF THE FACEPLATE FOR OWNER ACCESS. ELECTRICAL CONTRACTOR SHALL ROUTE ONE (1) 1" CONDUIT FROM THE BUILDING STRUCTURE TO A SINGLE GANG BACK BOX MOUNTED AT 5' OR LESS ABOVE THE FINISHED CEILING. SECURE CONDUIT AND BACK BOX TO INSURE MINIMAL SWAY MOVEMENT. DESIGNATES THAT THE ASSOCIATED TECHNOLOGY OUTLET IS INTENDED FOR THE USE OF A NETWORK CONNECTION. THE '#' SHALL BE REPLACED WITH NUMERIC TEXT THAT IDENTIFIES THE TOTAL NUMBER OF CATEGORY 6 NETWORK CABLES THAT ARE TO BE INSTALLED AT THE TECHNOLOGY OUTLET LOCATION. CONTRACTOR TO PROVIDE CATEGORY 6 NETWORK CABLES, CATEGORY 6 CONNECTORS, STAINLESS STEEL FACEPLATES WITH IDENTIFICATION WINDOWS, LABELS, BLANK INSERTS, AND ANY OTHER MATERIALS REQUIRED TO FURNISH A COMPLETE FUNCTIONAL AND TESTED OUTLET LOCATION. ALL FACEPLATES PROVIDED SHALL CONTAIN A MINIMUM FOUR (4) PORTS AND SHALL BE APPROPRIATELY SIZED TO ACCOMMODATE THE NUMBER OF CIRCUITS BEING INSTALLED AT THIS TECHNOLOGY OUTLET LOCATION. MAXIMUM OF SIX (6) DATA CABLES PER OUTLET. DESIGNATES THAT THE ASSOCIATED TECHNOLOGY OUTLET IS INTENDED FOR THE USE OF A WALL MOUNTED TELEPHONE CONNECTION. CONTRACTOR TO PROVIDE ONE (1) CATEGORY 6 NETWORK CABLE, ONE (1) CATEGORY 6 CONNECTOR, STAINLESS STEEL WALL TELEPHONE FACEPLATE, LABELS, AND ANY OTHER MATERIALS REQUIRED TO FURNISH A COMPLETE FUNCTIONAL AND TESTED CIRCUIT AT EACH LOCATION SHOWN. CONTRACTOR SHALL MOUNT THIS OUTLET AT +42" AFF AND COORDINATE ALL FINAL LOCATIONS WITH OTHER TRADES ON THE PROJECT TO VERIFY THAT THE LOCATION OF THE OUTLET MAINTAINS 8" OF CLEARANCE ON ALL FOUR SIDES OF THE BACK BOX. OUTLETS SHALL REMAIN CLEAR OF ROOM DOORS, CABINET DOORS, APPLIANCE DOORS, AND SLIDING DRAWERS. DESIGNATES THAT THE ASSOCIATED TECHNOLOGY OUTLET IS INTENDED FOR THE USE OF A WIRELESS ACCESS POINT CONNECTION. CONTRACTOR TO PROVIDE ONE (1) CATEGORY 6 NETWORK CABLE, ONE (1) CATEGORY 6 CONNECTOR, STAINLESS STEEL FACEPLATE WITH IDENTIFICATION WINDOWS, LABELS, AND ANY OTHER MATERIALS REQUIRED TO FURNISH A COMPLETE FUNCTIONAL AND TESTED CIRCUIT AT EACH LOCATION SHOWN. REFERENCE SPECIFICATIONS FOR PATCH CABLE REQUIREMENTS. INDICATES THE LOCATION OF AN IP VIDEO SURVEILLANCE CAMERA. CONTRACTOR TO PROVIDE CATEGORY 6 NETWORK CABLES, CATEGORY 6 CONNECTORS, STAINLESS STEEL FACEPLATES WITH IDENTIFICATION WINDOWS, LABELS, BLANK INSERTS, AND ANY OTHER MATERIALS REQUIRED TO FURNISH A COMPLETE FUNCTIONAL AND TESTED OUTLET LOCATION. ALL FACEPLATES PROVIDED SHALL SHALL BE APPROPRIATELY SIZED TO ACCOMMODATE THE NUMBER OF CIRCUITS BEING INSTALLED AT THIS OUTLET LOCATION. REFERENCE SPECIFICATIONS FOR PATCH CABLE REQUIREMENTS. INDICATES THAT THE ASSOCIATED TECHNOLOGY OUTLET IS INTENDED FOR FUTURE USE. CONTRACTOR TO PROVIDE STAINLESS STEEL, SINGLE-GANG WALL PLATE AT ALL LOCATIONS. 'W' 'AP' 'B' NOTES: 1. REFERENCE TECHNOLOGY GENERAL NOTES, PLAN KEYED NOTES, AND ALL OTHER SYSTEM LEGENDS/NOTES. THE STRUCTURED CABLING SYSTEM CONTRACTOR SHALL PROVIDE CATEGORY 6 CABLE TO ALL SYSTEMS' EQUIPMENT REQUIRING NETWORK CONNECTIVITY.DEVICESLOCAL SOUND SYSTEM LEGEND DESCRIPTIONSYMBOLGROUP VENUE SPECIFIC LOCAL SOUND SYSTEM SPEAKER. *# TO BE REPLACED WITH ALPHANUMERIC TEXT INDICATING THE ASSOCIATED VENUE AND SPEAKER NUMBER. VENUE SPECIFIC LOCAL SOUND SYSTEM CONTROL PLATE. *# TO BE REPLACED WITH ALPHANUMERIC TEXT INDICATING THE ASSOCIATED VENUE AND CONTROL PLATE NUMBER. VENUE SPECIFIC LOCAL SOUND SYSTEM MICROPHONE INPUT. *# TO BE REPLACED WITH ALPHANUMERIC TEXT INDICATING THE ASSOCIATED VENUE AND MIC INPUT NUMBER. VENUE SPECIFIC LOCAL SOUND SYSTEM HANGING MICROPHONE. *# TO BE REPLACED WITH ALPHANUMERIC TEXT INDICATING THE ASSOCIATED VENUE AND MIC NUMBER. VENUE SPECIFIC LOCAL SOUND SYSTEM 3.5MM AUXILIARY INPUT AND BLUETOOTH MIXER. *# TO BE REPLACED WITH ALPHANUMERIC TEXT INDICATING THE ASSOCIATED VENUE AND MIXER NUMBER. CONTRACTOR TO PROVIDE A RECESSED ENCLOSURE WITH FLUSH MOUNTED LOCKABLE DOOR. DEVICE TO BE MOUNTED AT +42" AFF. INDICATED THE LOCATION OF THE VENUE SPECIFIC LOCAL SOUND SYSTEM HEAD END RACK. AMPLIFIERS, DSPS, AND ALL OTHER HEAD END EQUIPMENT SHALL BE INSTALLED IN THIS RACK/CABINET. WIRELESS MICROPHONE ANTENNA. REFERENCE SPECIFICATIONS FOR MORE INFORMATION. ASSISTED LISTENING ANTENNA. REFERENCE SPECIFICATIONS FOR MORE INFORMATION.DEVICESACCESS CONTROL LEGEND DESCRIPTIONSYMBOLGROUP WALL OR MULLION MOUNTED ACCESS CONTROL PROXIMITY CARD READER ACCESS CONTROL PROXIMITY CARD READER THAT IS INTEGRATED INTO THE DOOR HARDWARE DOOR RELEASE BUTTON MOTION REQUEST TO EXIT DEVICE INDICATES THE LOCATION OF THE ACCESS CONTROL SYSTEM CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE 120V POWER TO PANEL. PROVIDE NETWORK CABLE TO PANEL AND COORDINATE WITH THE OWNER'S TECHNOLOGY DEPARTMENT ON ACQUIRING AN IP ADDRESS. PROVIDE ONE (1) CAT 6 CABLE (BY DIV 27) TO EACH LOCATION. WALL OR MULLION MOUNTED, 2-WAY AUDIO/VIDEO INTERCOM DOOR STATION. PROVIDE ONE (1) CAT 6 CABLE (BY DIV 27) TO EACH LOCATION. DOOR MOUNTED, 2-WAY AUDIO/VIDEO INTERCOM DOOR STATION. PROVIDE ONE (1) CAT 6 CABLE (BY DIV 27) TO EACH LOCATION. 2-WAY AUDIO/VIDEO INTERCOM MASTER STATION. PROVIDE ONE (1) CAT 6 CABLE (BY DIV 27) TO EACH LOCATION. DESCRIPTIONTEXT INDICATES THAT THE DEVICE IS EXISTING TO REMAIN. CONTRACTOR MAY REMOVE DEVICE AND PLACE IN THE SAME LOCATION AS NEEDED. INDICATES THAT THE DEVICE IS EXISTING AND IS TO BE REMOVED. CONTRACTOR SHALL REMOVE THE DEVICE AND RETURN TO OWNER. INDICATES THAT THE DEVICE IS EXISTING AND SHALL BE REPLACED. REFERENCE NEW SYSTEM LAYOUT FOR EXACT LOCATIONS. INDICATES THAT THE DEVICE IS EXISTING AND SHALL BE REMOVED AND RELOCATED TO A LOCATION INDICATED ON THE DRAWINGS. REFERENCE NEW SYSTEM LAYOUT FOR EXACT LOCATIONS. SUBSCRIPTS LEGEND - EXISTING DEVICES 'E' 'D' 'R' 'RR' WA ALA 1. ALL 120V POWER REQUIRED FOR THE FUNCTIONALITY OF EACH SYSTEM SHALL BE A DEDICATED CIRCUIT AND ON EMERGENCY POWER WHEN AVAILABLE. THE PROJECT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER TO MAIN CONTROL PANELS, REMOTE POWER SUPPLIES AND ALL HEAD END EQUIPMENT. SYSTEM INSTALLERS SHALL COORDINATE LOCATIONS AND CONNECTIONS WITH THE PROJECT'S ELECTRICAL CONTRACTOR. 2. THE PROJECT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUITS, BACK BOXES, JUNCTION BOXES, RACEWAYS AND SLEEVES REQUIRED TO ESTABLISH CLEAR PATHWAYS FOR ALL SYSTEMS. ALL CONDUITS, SLEEVES, BOXES, AND RECEWAYS SHALL BE PROPERLY SIZED TO MAINTAIN A 40% MAXIMUM FILL RATIO. 3. ALL EXPOSED SYSTEM WIRING OR WIRING ROUTING ACROSS NON ACCESSIBLE CEILING SHALL BE ROUTED IN CONDUIT, PROVIDED AND INSTALLED BY THE PROJECT'S ELECTRICAL CONTRACTOR. SIZE CONDUIT AS REQUIRED TO ROUTE SYSTEMS WITH 40% CABLE FILL RATIO. MINIMUM CONDUIT SIZE SHALL BE 3/4". 4. EACH SYSTEM INSTALLER SHALL BE RESPONSIBLE FOR ENSURING ALL EXTERIOR WALL PENETRATIONS ARE PROPERLY SEALED TO PREVENT ANY MOISTURE FROM ENTERING THE BUILDING. 5. NO CONDUITS SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING. IF EXTERIOR CONDUITS SARE REQUIRED FOR A COMPLETE INSTALLATION, EACH SYSTEM CONTRACTOR SHALL COORDINATE WITH THE PROJECT'S CONSULTANT PRIOR TO ANY ROUGH-IN. 6. EACHE SYSTEM INSTALLER SHALL PROVIDE PROTECTIVE BUSHINGS ON ALL CONDUIT STUB OUTS ANS SLEEVES TO PREVENT CABLE DAMAGE. BUSHINGS SHALL BE INSTALLED PRIOR TO CABLE INSTALLATION. CUTTING BUSHING AND INSTALLING AFTER CABLE IS INSTALLED WILL NOT BE ACCEPTED. 7. ALL CABLE SHALL BE ROUTED DOWN CORRIDORS, PARALLEL AND PERPENDICULAR TO THE BUILDING'S WALLS AND STRUCTURE. CABLE TO EACH DEVICE SHALL BRANCH OUT OF A MAIN CORRIDOR TRUNK. ROUTING CABLES THROUGH CLASSROOMS, OFFICES, STORAGE ROOMS, RESTROOMS OR ANY TYPE OF ROOM OTHER THAN A CORRIDOR WILL NOT BE ACCEPTED. ENTER ROOMS ABOVE THE ASSOCIATED ROOM DOORWAY. 1. CONTRACTOR SHALL COORDINATE WITH DBR ENGINEERING PRIOR TO THE INSTALLATION OF RACKS AND RACK EQUIPMENT. NO RACKS SHALL BE PERMANENTLY INSTALLED WITHOUT WRITTEN APPROVAL OF THE PROPOSED LOCATION. 2. THE SELECTED, INSTALLING CONTRACTOR MUST BE A CERTIFIED INTEGRATOR/INSTALLER AUTHORIZED BY THE SPECIFIED SYSTEM MANUFACTURER TO INSTALL THE CABLE PLANT AND CONNECTIVITY PRODUCTS. REFER TO SPECIFICATIONS FOR PRODUCT TYPE AND DESCRIPTION. 3. SYSTEM WIRING AND EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES AS ESTABLISHED BY ANSI/TIA, BICSI, AND THE NEC. 4. ALL WIRING SHALL MEET ALL STATE AND LOCAL ELECTRICAL CODES. 5. ALL TELECOMMUNICATIONS SYSTEMS EQUIPMENT AND MOUNTING LOCATIONS SHALL BE IN COMPLIANCE WITH ADA ACCESSIBILITY STANDARDS. 6. ALL INDUSTRY STANDARD CATEGORY 6 CABLING PRACTICES MUST BE FOLLOWED FOR ALL DATA CABLING. 7. ALL DATA CABLES ARE TO BE INSTALLED WITH A MINIMUM OF 12" OF SEPARATION FROM AC POWER CABLES, INTERCOM, FIRE ALARM, SECURITY CABLES IN ANY PARALLEL OPEN WIRE RUN. 8. ALWAYS CROSS OTHER SYSTEM CABLES AT A 90-DEGREE ANGLE. 9. ALL CABLES AND TERMINATION COMPONENTS SHALL BE MACHINE LABELED AT BOTH ENDES. LABEL ALL CABLES PER TS DRAWINGS AND/OR SPECIFICATION. FINAL CABLE/OUTLET IDENTIFICATION LABLES SHALL BE COORDINATED WITH THE OWNER AND DBR. 10. CONTRACTOR TO PROVIDE LIGHTNING PROTECTION ON ALL COMMUNICATION CABLE BETWEEN BUILDINGS. 11. ALL EXPOSED CABLING ROUTED IN PLENUM SHALL BE PLENUM-RATED. ALL NON PLENUM-RATED CABLING INSTALLED IN PLENUM SPACES SHALL BE INSTALLED IN CONDUIT. 12. NO TERMINATION OR SPLICES SHALL BE INSTALLED IN OR ABOVE CEILINGS UNLESS NOTED OTHERWISE. 13. CONTRACTOR SHALL MAINTAIN WALL RATING WITH PROPER FIRE BLOCKING. 14. ALL CABLE INSTALLED SHALL ROUTE PARALLEL AND PERPENDICUALR TO ROOM WALLS WHICH IT SERVES AND THEN TO THE OUTLET LOCATION IT IS INTENDED FOR. EACH CABLE SHALL HAVE A 3' SERVICE LOOP ABOVE EACH OUTLET LOCATION. 15. THE SYSTEM INSTALLER SHALL PROPERLY SUPPORT ALL INSTALLED SYSTEM CABLING FROM AN APPROVED CABLE SUPPORT SYSTEMS AS DETAILED IN SPECIFICATIONS. NO CABLING SHALL BE ROUTED AND TIED DIRECTLY TO BUILDING STEEL, CEILING GRID SUPPORT, CONDUIT, PIPING OR DUCTWORK. THE APPROVED SUPPORT SYSTEM SHALL BE DIRECTLY CONNECTED TO BUILDING'S STEEL JOIST. IN LOCATIONS WHERE THE BOTTOM OF THE JOIST IS MORE THAN 5' ABOVE THE CEILING, THE SYSTEM INSTALLER SHALL PROVIDE THREADED ROD AND ALL REQUIRED MATERIALS TO CONNECT THE THREADED ROD TO BUILDING STELL AND THE CABLE SUPPORT SYSTEM TO THE THREADED ROD. CABLE PATHWAYS SHALL NOT BE HIGHER THAN 5' ABOVE THE CEILING AT ANY LOCATION. 16. CONTRACTOR TO PROVIDE ALL REQUIRED CABLING AND COMPONENTS TO FURNISH TWO (2) CATEGORY 6 CABLES TO THE FIRE ALARM SYSTEM. CONTRACTOR TO COORDINATE WITH THE SYSTEM INSTALLER FOR EXACT LOCATIONS AND TERMINATION INSTRUCTIONS PRIOR TO INSTALLATION. 17. CONTACTOR TO PROVIDE ONE (1) CATEGORY 6 CABLE TO THE BUILDING'S ACCESS CONTROL HEAD END PANEL. TERMINATION OF THIS CABLE SHALL BE COORDINATED WITH THE SYSTEM INSTALLER. 18. CONTRACTOR TO PROVIDE ONE (1) CATEGORY 6 CABLE TO THE BUILDING'S INTRUSION DETECTION PANEL. TERMINATION OF THIS CABLE SHALL BE COORDINATED WITH THE SYSTEM INSTALLER. 19. PROVIDE ONE (1) CATEGORY 6 CABLE TO EACH LIGHTING CONTROL HUB ON THE ENTIRE PROJECT. COORDINATE EXACT QUANTITY AND LOCATIONS WITH THE LIGHTING CONTROL SYSTEM INSTALLER. CONTRACTOR TO ASSUME A MINIMUM OF FIVE (5) PER PROJECT. 20. CONTRACTOR TO PROVIDE ONE (1) CATEGORY 6 DATA CIRCUIT TO EACH PROJECTOR AND LCD IN THE ENTIRE PROJECT. 21. PROVIDE ONE (1) CATEGORY 6 DATA CIRCUIT TO THE LOCAL AIR UNIT CONTROLLER IN EACH MDF/IDF. 22. PROVIDE ONE (1) CATEGORY 6 DATA CIRCUIT TO EACH ACCESS CONTROL VIDEO DOOR STATION ON THE ENTIRE PROJECT. COORDINATE EXACT LOCATION AND TERMINATION REQUIREMENTS WITH THE DOOR STATION INSTALLER PRIOR TO INSTALLATION. NOTES: 1. REFERENCE VIDEO SURVEILLANCE SCHEDULE AND DIVISION 28 SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. CEILING MOUNTED VIDEO SURVEILLANCE CAMERA IDP INTRUSION DETECTION LEGEND DESCRIPTIONSYMBOLGROUP INDICATES THE LOCATION OF THE INTRUSION DETECTION SYSTEM CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE 120V POWER TO PANEL. PROVIDE ONE (1) CAT 6 CABLE (BY DIV 27) TO EACH LOCATION. M M DC M GB SDC ODC WSR KP M R DBDEVICES FLUSH MOUNTED MAGNETIC DOOR CONTACT SURFACE MOUNTED MAGNETIC DOOR CONTACT OVERHEAD DOOR, SURFACE MOUNTED DOOR CONTACT INTRUSION DETECTION SYSTEM ARM/DISARM KEYPAD STANDARD RANGE WALL MOUNTED MOTION DETECTOR MEDIUM RANGE WALL MOUNTED MOTION DETECTOR LONG RANGE WALL MOUNTED MOTION DETECTOR CEILING MOUNTED, 360° MOTION DETECTOR RELAY/MONITOR MODULE DURESS BUTTON WIRELESS SECURITY RECEIVER. ELECTRICAL CONTRACTOR TO PROVIDE ONE (1) SINGLE GANG BACK BOX WITH A 1" CONDUIT ROUTING TO THE NEAREST ACCESSIBLE CEILING. MOUNT AT 12" BELOW THE FINISHED CEILING, BUT DO NOT EXCEED 12' AFF. CEILING MOUNTED GLASS BREAK DETECTOR NOTES: 1. REFERENCE ACCESS CONTROL SCHEDULE, DIVISION 8 AND DIVISION 28 SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PB ADA AUTO DOOR OPEN BUTTON, SHOWN FOR REFERENCE ONLY. BUTTON AND AUTO DOOR OPERATOR PROVIDED AND INSTALLED BY THE DOOR SYSTEM INSTALLER. DO LA DC AUTO DOOR OPERATOR. OPERATOR TO BE PROVIDED AND INSTALLED BY THE DOOR SYSTEM INSTALLER. WALL MOUNTED, LOCAL ALARM SOUNDER. DPDT MAGNETIC DOOR CONTACT/DOOR POSITION SENSOR. FLUSH MOUNTED IN DOOR FRAME, UNLESS NOTED OTHERWISE NOTES: 1. REFERENCE ACCESS CONTROL SCHEDULE, DETAILS, AND DIVISION 28 SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. AVC SDEVICES AUDIO/VIDEO LEGEND DESCRIPTIONSYMBOL 'AV-*#' INDICATES THE LOCATION OF A VIDEO PROJECTOR # TO BE REPLACED WITH "C" OR "W". "C" INDICATES THAT THE DEVICE IS A CEILING MOUNTED DEVICE AND "W" INDICATES IT IS TO BE WALL MOUNTED. CONTRACTOR TO PROVIDE A PROJECTOR, CEILING OR WALL MOUNTING KIT, AND PATCH CABLES AS REQUIRED TO CONNECT AT BOTH ENDS. INDICATES THAT THE DESIGNATED TECHNOLOGY OUTLET IS INTENDED FOR AN AUDIO/VIDEO (A/V) INPUT. CONTRACTOR TO PROVIDE A FLOOR MOUNTED OR WALL MOUNTED BOX AS INDICATED, WITH (2) 1.25" CONDUITS FROM THE BOX TO THE NEAREST PLENUM ACCESSIBLE CEILING WITHIN THE SAME ROOM. ALL FLOOR AND WALL MOUNTED BOXES SHALL BE A MINIMUM OF 2-GANGS. *# - WHEN REPLACED WITH A '1' (AV-1) ONLY, THE OUTLET SHALL BE A STANDALONE LOCAL INPUT TIED TO A LOCAL VIDEO DISPLAY (FSD, CMP, WMP, AV-2, ETC.). THIS OUTLET WILL NOT BE ASSOCIATED WITH ANY SYSTEM FOR ROUTING TO DISPLAYS LOCATED IN ANY OTHER PORTION OF THE PROJECT. IF NOT REPLACED WITH A '1' SEE THE NOTES AT THE BOTTOM OF THE LEGEND FOR ADDITIONAL INSTRUCTIONS. INDICATES THE LOCATION OF A FLAT PANEL VIDEO DISPLAY. CONTRACTOR TO PROVIDE TWO (2) CATEGORY 6 UTP NETWORK CABLE TO ALL LOCATIONS SHOWN ON THE ENTIRE PROJECT. *# - WHEN REPLACED WITH A '1' (FSD-1) ONLY, THE OUTLET SHALL BE A STANDALONE AND ONLY HAVE THE CATEGORY 6 CABLE ROUTED TO IT FROM THE MDF/IDF SERVING THE DEVICES AREA ROOM. *# - WHEN REPLACED WITH A '2' (FSD-2) ONLY, THE OUTLET SHALL HAVE THE CATEGORY 6 CABLE ROUTED TO IT FROM THE MDF/IDF SERVING THE DEVICES AREA PLUS THE CABLING FROM THE ASSOCIATED AV-1. EACH FSD OUTLET SHALL BE A 2-GANG BOX AND TWO (2) 1.25” CONDUITS STUBBING INTO THE ROOMS ACCESSIBLE CEILING. PROVIDE ONE DOUBLE-GANG FACEPLATE WITH TWO (2) DECORA PORTS. PROVIDE A DECORA STYLE INSERT THAT ACCEPTS THE STYLE OF DATA JACK BEING USED FOR STRUCTURED CABLING. WHEN THERE IS A LOCAL A/V INPUT ASSOCIATED WITH THE DISPLAY, PROVIDE A DECORA INSERT THAT CONFORMS WITH THE SYSTEMS SPECIFIED. OTHERWISE PROVIDE A BLANK INSERT IN THE SECOND PORT. INDICATES THE LOCATION OF A WALL MOUNTED INTERACTIVE VIDEO DISPLAY. PROVIDE A/V CABLE FROM THE ASSOCIATED AV-1 AS PER SYSTEM SPECIFICATIONS. RACEWAY SHALL CONSIST OF A 2-GANG BOX AND TWO (2) 1.25” CONDUITS STUBBING INTO THE ROOM'S ACCESSIBLE CEILING. PROVIDE ONE DOUBLE-GANG FACEPLATE WITH TWO (2) DECORA PORTS. PROVIDE A DECORA STYLE INSERT THAT ACCEPTS THE STYLE OF DATA JACK BEING USED FOR STRUCTURED CABLING. WHEN THERE IS A LOCAL A/V INPUT ASSOCIATED WITH THE DISPLAY, PROVIDE A DECORA INSERT THAT CONFORMS WITH THE SYSTEMS SPECIFIED. OTHERWISE PROVIDE A BLANK INSERT IN THE SECOND PORT. INDICATES THE LOCATION OF A USB INPUT PLATE THAT SHALL TRANSMIT USB SIGNAL TO THE ASSOCIATED USB OUTPUT PLATE. RACEWAY SHALL CONSIST OF ONE (1) 1" CONDUIT AND A SINGLE GANG BACK BOX. INDICATES THE LOCATION OF A USB OUTPUT PLATE THAT SHALL RECEIVE USB SIGNAL FROM THE USB ASSOCIATED INPUT PLATE. RACEWAY SHALL CONSIST OF ONE (1) 1" CONDUIT AND A SINGLE GANG BACK BOX. INDICATES THE THE LOCATION OF A LOCAL SOUND REINFORCEMENT/PRESENTATION SPEAKER. *# - WHEN REPLACED WITH AN 'L', THE SPEAKER SHALL BE FOR LOCAL INSTRUCTIONAL PRESENTATION AUDIO AND POWERED BY THE SPECIFIED CLASSROOM PRESENTATION AMPLIFIER. *# - WHEN REPLACED WITH 'SM', THE SPEAKER SHALL BE DEDICATED TO A SPEECH PRIVACY/SOUND MASKING SYSTEM. INDICATES THE LOCATION OF AN AUDIO/VIDEO CONTROL PLATE. RACEWAY SHALL CONSIST OF A CONTROL BACK BOX WITH A 1" CONDUIT ROUTING INTO THE ACCESSIBLE CEILING SPACE WITHIN THE SAME ROOM. AV SYSTEM INSTALLER TO COORDINATE THE CONTROL BACK BOX SIZE REQUIREMENT WITH THE PROJECT'S ELECTRICAL CONTRACTOR. 'FSD-*#'GROUP*# #MP' 'IVD' 'USB-T' 'USB-R' *# NOTES: 1. THE AUDIO/VIDEO SYSTEM INTEGRATOR SHALL COORDINATE ALL BOX AND CONDUIT SIZE REQUIREMENTS PRIOR TO ROUGH-IN BY THE PROJECTS ELECTRICAL CONTRACTOR. 2. REFERENCE SCOPE MATRIX AND PROJECT SPECIFICATIONS FOR INSTRUCTIONS REGARDING THE PROVISION AND INSTALLATION OF VIDEO DISPLAYS, PROJECTORS, SCREENS, MOUNTS, AND LIFTS. 3. IN THE EVENT THAT '*#* IS NOT DEFINED IN THE OUTLET DESCRIPTION, THE DEVICE SHALL BE CONSIDERED A STANDALONE DEVICE SERVING THE SYSTEM WITHIN THE SAME SPACE OR THE FOLLOWING SHALL APPLY: *# - UNLESS SPECIFICALLY NOTED OTHERWISE, THE FOLLOWING SHALL APPLY TO EACH DEVICE SHOWN ON THE ENTIRE PROJECT: * - SHALL BE REPLACED WITH ALPHABETICAL CHARACTERS THAT SHALL INDICATE THE SPECIFIC VENUE THAT THE DEVICE IS ASSOCIATED WITH. # - SHALL BE REPLACED WITH A NUMERIC VALUE THAT SHALL IDENTIFY THE SPECIFIC DEVICE WITHIN THE SPECIFIC VENUE. NOTES: 1. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SECURITY GENERAL NOTES NOTES TO CONTRACTOR 1. THE SECURITY SYSTEM INSTALLERS SHALL BE RESPONSIBLE FOR CONNECTING ALL APPLICABLE SYSTEM EQUIPMENT TO THE OWNER'S NETWORK. 2. THE SYSTEM INSTALLER SHALL PROPERLY SUPPORT ALL INSTALLED SYSTEM CABLING FROM AN APPROVED CABLE SUPPORT SYSTEMS AS DETAILED IN SPECIFICATIONS. NO CABLING SHALL BE ROUTED AND TIED DIRECTLY TO BUILDING STEEL, CEILING GRID SUPPORT, CONDUIT, PIPING OR DUCTWORK. THE APPROVED SUPPORT SYSTEM SHALL BE DIRECTLY CONNECTED TO BUILDING'S STEEL JOIST. IN LOCATIONS WHERE THE BOTTOM OF THE JOIST IS MORE THAN 5' ABOVE THE CEILING, THE SYSTEM INSTALLER SHALL PROVIDE THREADED ROD AND ALL REQUIRED MATERIALS TO CONNECT THE THREADED ROD TO BUILDING STELL AND THE CABLE SUPPORT SYSTEM TO THE THREADED ROD. CABLE PATHWAYS SHALL NOT BE HIGHER THAN 5' ABOVE THE CEILING AT ANY LOCATION. 3. SECURITY CAMERA SYSTEM INSTALLER SHALL PROVIDE A CEILING MOUNTED INSTALLATION KIT RECOMMENDED BY THE MANUFACTURER OF THE CAMERA. EACH CEILING MOUNTED CAMERA KIT SHALL HAVE A SUPPORT WIRE ATTACHED TO THE BUILDING'S STRUCTURE TO PREVENT THE CAMERA FROM DROPPING TO THE FLOOR AT ANY TIME. AT NO POINT SHALL THE WEIGHT OF THE CEILING MOUNTED SECURITY CAMERA BE SUPPORTED BY THE CEILING GRID SYSTEM OR CEILING TILES. ALL CEILING MOUNTED CAMERAS SHALL BE FLUSH MOUNTED. 4. ALL EXTERIOR AND WALL MOUNTED CAMERA LOCATIONS AND MOUNTING HEIGHTS MUST BE COORDINATED WITH THE OWNER PRIOR TO ROUGH-IN. COORDINATION MEETINGS SHALL BE SCHEDULED THROUGH THE ARCHITECT'S PROJECT MANAGER. 5. PROVIDE MAGNETIC DOOR CONTACT AT ALL ROOF HATCHES ON THE ENTIRE PROJECT. CONTACTS SHALL BE CONNECTED TO THE BUILDING'S INTRUSION DETECTION SYSTEM. 6. CONTRACTOR TO PROVIDE A MONITOR RELAY AND ALL REQUIRED MATERIALS TO CONNECT THE RELAY TO THE FREEZER/COOLER TEMPERATURE GAUGE AND BACK TO THE INTRUSION DETECTION SYSTEM. THE INTRUSION DETECTION SYSTEM SHALL BE PROGRAMMED TO NOTIFY THE OWNER'S DESIGNATED PERSONNEL IN THE EVENT OF SIGNIFICANT CHANGE IN TEMPERATURE. 1. EVERY SYMBOL SHOWN ON LEGEND MAY NOT APPEAR ON DRAWINGS. REFER TO GENERAL ELECTRICAL NOTES FOR WALL MOUNTED DEVICE MOUNTING HEIGHTS. 2. REFERENCE SPECIFICATIONS FOR MATERIALS AND METHODS. 3. COMPLETE INSTALLATION OF ALL PRODUCTS SHALL BE IN COMPLIENCE WITH ALL CODES, INDUSTRY STANDARDS, COMMON PRACTICES AND MANUFACTURER'S INSTRUCTIONS. 4. ALL EXTERIOR AND WALL MOUNTED CAMERA LOCATIONS AND MOUNTING HEIGHTS MUST BE COORDINATED WITH THE OWNER PRIOR TO ROUGH-IN. COORNDINATION MEETINGS SHALL BE SCHEDULED THROUGH THE ARCHITECT'S PROJECT MANAGER. SCOPE OF WORK RESPONSIBILITY OFOI OFCI CFCI DIV 27 - COMMUNICATIONS TECHNOLOGY SCOPE AUDIO-VIDEO SYSTEM DIV 28 - SECURITY SYSTEMS VIDEO SURVEILLANCE SYSTEM ACCESS CONTROL SYSTEM INTRUSION DETECTION SYSTEM STRUCTURED CABLING* CABLE TRAY IN MDF/IDF CABLE TRAY OUTSIDE MDF/IDF TELECOM GROUNDING SYSTEM BACK BOXES, CONDUITS/SLEEVES EQUIPMENT RACKS/CABINETS WIRELESS ACCESS POINTS NETWORK SWITCHES UPS AND PDU TELEPHONES WORKSTATION PC LOCAL SOUND SYSTEM CEILING/WALL PROJECTORS PROJECTOR MOUNTS FLAT PANEL DISPLAY (TV) FLAT PANEL DISPLAY (TV) MOUNTS PROJECTION SCREENS DIGITAL SIGNAGE PLAYER AV SWITCHER AV CONTROL PANEL AV EQUIPMENT CABINETS AV CABLING NETWORK CABLING REQUIRED PORTABLE PROJECTORS/TV LECTERN BACK BOXES, CONDUITS/SLEEVES CAMERAS AND LICENSES CAMERA MOUNTS CAMERA NETWORK CABLING PoE SWITCHES VMS SERVERS VIEWING STATION BACK BOXES, CONDUITS/SLEEVES EQUIPMENT RACKS/CABINETS CARD READERS DOOR CONTACTS ELECTRIFIED LOCKS REX INSIDE DOOR PUSH TO EXIT PIR SENSORS LOW VOLTAGE POWER SUPPLY ACCESS CONTROL PANELS EQUIPMENT RACKS/CABINETS BACK BOXES, CONDUITS/SLEEVES COMPOSITE CABLING NETWORK CABLING REQUIRED CREDENTIAL CARDS BADGE PRINTERS MOTION SENSORS GLASS BREAK SENSORS ALARM/DISARM KEYPAD INTRUSION DETECTION PANEL (IDP) DOOR CONTACTS DATA CABLING TO IDP PHONE OR INTERNET SERVICES INTRUSION ALARM CABLING BACK BOXES, CONDUITS/SLEEVES OFOI OFCI CFCI OFOI OFCI CFCI OFOI OFCI CFCI OFOI OFCI CFCI RESPONSIBILITY MATRIX X X X X X X X X X X X --------- --------- --------- X X X X X X X X X X X --------- --------- --------- X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 1:27:35 PMT0.01 TECHNOLOGY SYMBOL LEGEND PORT ARTHUR ANIMAL SERVICE 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.CRCR CR CRCR CRCRCR CR CRCRM J J J J J J J J J J S L-1 S L-1 S L-2 S L-2 M M M J J J JJ J J J M M JM JJ JJ JJ J M JJJ J DC DC DC DC DC DC DC DC DC DC DCDC DC DC DCCR DC DC CRCRCR DC DC DC DC DC J J J ACP 18 3 15 A D M Q B K N P 4 7 812 G J 12 IH O 5 9 FE C 16 14 11 6 13 SALLY PORT 127 SR. ANIMAL CONTROL OFFICER 112 BREAK ROOM 111 ANIMAL CONTROL SUPERVISOR 113 EUTHANASIA ROOM 135 DRUG STORAGE 134 CORRIDOR 110 IT ROOM 137 COPY/ WORK ROOM 103 WORK / MEDICAL AREA 133 MECHANICAL/ ELECTRICAL 132 DRY STOR. 139 MENS RESTROOM 106 LAUNDRY ROOM 120 KENNEL TECH OPEN AREA 119 RABIES QUARANTINE 118 WOMENS RESTROOM 126 FILE ROOM 104 MENS RESTROOM 121 CORRIDOR 109 CATS 142 DRY STOR. 139 TRAINING ROOM 107 TRAINING ROOM 108 WOMENS RESTROOM 114 CORRIDOR 116 KENNEL 3 147 KENNEL 1 145 KENNEL 5 149 QUARANTINE 1 153 CORRIDOR 144 DOG RUN 488 CORRIDOR 154 DOG RUN 233 CUST. 138 DOG WASH 130 D2 D2 D2D2 D2 D2 D2 127A D2 D2 D2 D2 127C 119A 127B D2 D2 T4.7 10 10 15 15 D D M M Q Q K K N N P P 3 3 4 4 5 5 7 7 8 8 1 1 2 2 G G 13 13 I IHH O O 6 6 9 9 F FEE C C 16 16 14 14 D2 102A ANIMAL CONTROL OFFICERS 115 AP-1 AP-1 FSD-2 D2 D2 FSD-2 STORAGE 105 RECEPTION 101 LOBBY 102 CORRIDOR 144 EQUIPMENT STORAGE 128 TRAPS STORAGE 129 ADOPTION ROOM 117 ADOPTION ROOM 141 DOG RUN 230 DOG RUN 231 KENNEL 2 143 KENNEL 4 146 CORRIDOR 151 KENNEL 6 150 CORRIDOR 152 STORAGE 156 FREEZER 131 LOCKER ROOM 125 LOCKER ROOM 122 SHOWER 123 SHOWER 124 CORRIDOR 148 T5.12 T5.12 T5.13 D2 D2 AV-1 D2 AV-1 D2 T5.14 T5.14 T2.11 2 154B WM +11'WM +11' WM +11' WM +11' WM +11' WM +11'WM +11' WM +11' WM +11' WM +11' 144 116 101 136B 137 WM +11' S101 1. ALL TECHNOLOGY DEVICES, OUTLETS AND CABLE/CONDUIT PATHWAYS SHOWN ARE DIAGRAMMATIC ONLY AND ARE NOT MEANT TO SHOW THE EXACT LOCATION OR ROUTE. CONTRACTOR SHALL VERIFY WITH ARCHITECT AND OWNER FOR EXACT ROUTE, MOUNTING HEIGHT, AND LOCATION BEFORE INSTALLATION, AND SHALL COORDINATE WITH OTHER TRADES TO MAKE ANY FIELD ADJUSTMENTS AS NECESSARY TO AVOID COLLISIONS AND MEET THE PROJECT REQUIREMENTS. 2. CONDUITS AND BACKBOXES, SIZED PER DIV 27/28 SPECIFICATIONS, SHALL BE PROVIDED (BY DIV 26) FOR ALL TECHNOLOGY SYSTEM DEVICES MOUNTED ON WALL, FLOOR, AND OPEN OR SOLID FINISH CEILING. CONDUITS/SLEEVES SHALL BE PROVIDED FOR ALL CABLES ROUTED IN WALLS, OR THROUGH FULL HEIGHT PARTITIONS, OR THROUGH INACCESSIBLE CEILING PLENUM, OR THROUGH SPACES WITH EXPOSED CEILING DECK. 3. CABLES FOR DIFFERENT APPLICATIONS (DATA, AUDIO, VIDEO, SECURITY, ETC.) OR OF DIFFERENT MEDIA TYPE (COAX, UTP, ETC.) SHALL BE ROUTED IN SEPARATE PATHWAYS IN J-HOOKS, CONDUITS, SLEEVES, CORES, ETC. THROUGHOUT THE ENTIRE PATHWAY. 4. BUSHINGS SHALL BE INSTALLED AT EACH END OF THE CONDUITS BEFORE CABLES BEING PULLED THROUGH. PROVIDE PULL STRING IN EACH CONDUIT INSTALLED AND LEAVE ONE FOR FUTURE PULLING AFTER CABLE INSTALLATION IS COMPLETE. 5. NO NETWORK DATA CABLE RUN SHALL EXCEED 295 FEET IN TOTAL LENGTH INCLUDING UP/DOWN AND SERVICE LOOPS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT AND ENGINEER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR PROPER PATHWAY PLANNING. GENERAL FLOOR PLAN NOTES: T6.14 T6.14 T6.2 T6.2 T6.2 T6.2 T6.1 T6.1 T6.1 T6.5 T6.5 T6.17 T6.17 T7.1 T7.1 T7.1 T6.3 TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 1:31:27 PMT2.11 TECHNOLOGY PLAN PORT ARTHUR ANIMAL SERVICE 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 T2.11 1/8" = 1'-0" 1 TECHNOLOGY PLAN ▯TECHNOLOGY KEYED NOTES T4.7 ALL NEW CATEGORY 6 CABLING IS TO ORIGINATE FROM IT ROOM 142. T5.12 PROVIDE LG 86” UR640S SERIES FLAT PANEL DISPLAY WITH PEERLESS AV WALL MOUNT SA771PU OR OWNER APPROVED EQUIVALENTS. T5.13 PROVIDE MIDDLE ATLANTIC WALL MOUNT EQUIPMENT RACK EWR SERIES PIVOTING WALL RACK - EWR-12-22SD OR OWNER APPROVED EQUIVALENT. WALL RACK RESERVED FOR TRAINING ROOM AV EQUIPMENT. T5.14 TRAINING ROOM AV INPUT (AV-1) ARE TO CONSIST OF EXTRON DTP T HWP 4K 231 D HDMI TRANSMITTER WALL PLATE. PROVIDE EXTRON XTP DTP 24 SHIELDED TWISTED PAIR CABLE TO EXTRON DTP T HWP 4K 231 D HDMI MATRIX SWITCHER SYSTEM IN AV EQUIPMENT ENCLOSURE. T6.1 PROVIDE 12" OVERHEAD LADDER RACK. MOUNT AT 96" AFF. (TYPICAL) T6.2 PROVIDE 3/4" GRADE A/C FIRE RESISTANT PLYWOOD ON WALL, WITH GRADE A SIDE FACING OUT. INSTALL PLYWOOD TO PROVIDE COVERAGE BETWEEN 6" AND 102"" AFF ON WALL. T6.3 (2) 4-IN UNDERGROUND COMMUNICATIONS SERVICES ENTRANCE CONDUITS TERMINATED TO 4" AFF T6.5 PROVIDE 4"W X 20"L PRIMARY BONDING BUSBAR (PBB). MOUNT AT 90" AFF. T6.14 PROVIDE 19"W X 84"H 2-POST EQUIPMENT RACK. (TYPICAL) T6.17 POWER OUTLET MOUNTED TO LADDER RACK (BY DIV 26) REF: ELECTRICAL DRAWINGS. T7.1 PROVIDE 6" WIDE VERTICAL CABLE MANAGER. (TYPICAL) T2.11 3/8" = 1'-0" 2 TECHNOLOGY PLAN - ENLARGED IT ROOM №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT #3/0 AWG TO PRIMARY BONDING BUSBAR (PBB) #6 AWG BONDING CONDUCTOR TO RUNWAY PLYWOOD BACK BOARD WALL ANGLE SUPPORT 'L' BRACKET #6 AWG BONDING CONDUCTOR TO RACK. PROVIDE ONE PER RACK EACH BONDED TO SBB. SECONDARY BONDING BUSBAR (SBB) CABLE RUNWAY BONDING HARDWARE (TYP) ALL NON CONTIGUOUS SECTIONS OF CABLE RUNWAY SHALL BE BONDED USING #6 AWG BONDING CONDUCTOR (TYP). CABLE RUNWAY BUTT SPLICE (TYP) SUPPORT BRACKET INSULATOR 12"X4" SECONDARY BONDING BUSBAR (SBB) EXOTHERMICALLY WELDED #3/0 AWG INSULATED GROUND WIRE (BY ELECTRICAL (1) 1" CONDUIT JUNCTION FITTING AT ALL 90-DEGREE MEETINGS OF CABLE RUNWAY (TYP) ALL NON CONTIGUOUS SECTIONS OF CABLE RUNWAY SHALL BE BONDED USING #6 AWG BONDING CONDUCTOR (TYP) RACK TO RUNWAY MOUNTING PLATE CABLE RUNWAY ELEVATION KIT REFERENCE ENLARGED PLAN FOR ORIENTATION 8" VERTICAL CABLE, FRONT/REAR MANAGEMENT (TYPICAL) FLOOR MOUNTED, 2-POST NETWORK RACK ROUTE ALL TECHNOLOGY CABLES ON 12" RUNWAY RE: SPECIFICATIONS TELECOMMUNICATIONS ROOM IDENTIFICATION 1. PATCH PANEL PORT LABELING SHALL BE GENERATED AND SHALL NOT BE LESS THEN 1/4" IN HEIGHT. 2. PATCH PANEL AND TELECOMMUNICATIONS ROOM IDENTIFICATION LABEL SHALL BE MACHINE GENERATED AND SHALL NOT BE LESS THEN 1/8" HEIGHT. 3. COORDINATE EXACT LABELING SCHEME WITH OWNER AND ENGINEER. FIBER OPTIC ENCLOSURE PANEL IDENTIFICATION (PANEL 'C' WOULD INDICATE THE 3RD PATCH PANEL IN THE TELECOMMUNICATIONS ROOM.) TELECOMMUNICATIONS ROOM IDENTIFICATION (IN THIS CASE, THE LABEL INDICATES TELECOMMUNICATIONS ROOM #1. THE MDF SHALL BE LABELED 'MDF'.) INDIVIDUAL PORT IDENTIFICATION: EACH PATCH PANEL PORT SHALL BE LABELED WITH THE STATION PORT NUMBER AND THE ROOM NUMBER IT SERVES. (IN THIS CASE, PORTS 1-6 ARE SERVING CABLES 1 THRU 6 IN ROOM #806) COORDINATE ROOM NUMBERS WITH FINAL GRAPHICS PACKAGE ROOM NUMBERS AND NOT CONSTRUCTION PLAN ROOM NUMBERS. IDF-1 806 I D F 1 C-01 806 C-02 806 C-03 806 C-04 806 C-05 806 C-06 C TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 1:33:46 PMT6.01 TECHNOLOGY DETAILS PORT ARTHUR ANIMAL SERVICE 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALE1CABLE RUNWAY - GROUNDING AND BONDING T6.01 12" = 1'-0" 2 CABLE RUNWAY - BONDING AND BUTT SPLICE NOT TO SCALE3LOW VOLTAGE - GROUNDING BUS DETAIL NOT TO SCALE4CABLE RUNWAY - JUNCTION AND BONDING NOT TO SCALE5RACK TO RUNWAY DETAIL NOT TO SCALE6FIBER ENCLOSURE/ COPPER PATCH PANEL LABELING №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT COORDINATE MOUNTING HEIGHT WITH OUTLET TYPE BACK BOX. REFERENCE OUTLET NTYPE DETAILS FOR SIZES AND QUANTITIES. PROVIDE PLASTIC PROTECTIVE BUSHING AT ALL CONDUIT STUB-OUTS CONDUIT STUB-OUT 2" J-HOOK WITH DEDICATED GRID WIRE SUPPORT FINISHED FLOOR FINISHED CEILING IN-WALL CONDUIT RACEWAY. REFERENCE OUTLET TYPE DETAILS FOR CONDUIT SIZE AND QUANTITY IN-WALL CONDUIT RACEWAY. REFERENCE OUTLET TYPE DETAILS FOR CONDUIT SIZE AND QUANTITY 18"VOICE/DATA (1) 1" CONDUIT NOTES: A. CONTRACTOR TO PROVIDE AND INSTALL AS SHOWN ABOVE. B. COORDINATE FINAL MOUNTING HEIGHT WITH OWNER, PRIOR TO ROUGH-IN. FINISHED FLOOR FINISHED CEILING 120V DUPLEX ELECTRICAL OUTLET CONDUITS TO STUB OUT OF WALL INTO THE NEAREST ACCESSIBLE PLENUM CEILING SPACE. PROVIDE PLASTIC PROTECTIVE BUSHINGS AT ALL STUBBED OUT LOCATIONS 4-11/16" X 4-11/16" X 2-1/8" BACK BOX WITH A SINGLE GANG RING PLACE CONNECTOR BLOCKS W/OSNAP ONCONNECTORS MUST BE WITHIN DASHED LINE WIRELESS ACCESS POINT (1) 1" CONDUIT SINGLE GANG REDUCER RING 4-11/16" X 4-11/16" X 2-1/8" BACK BOX NOTES: A. CONTRACTOR TO PROVIDE AND INSTALL AS SHOWN ABOVE. B. COORDINATE FINAL MOUNTING HEIGHT WITH OWNER, PRIOR TO ROUGH-IN. FINISHED FLOOR FINISHED CEILING CONDUITS TO STUB OUT OF WALL INTO THE NEAREST ACCESSIBLE PLENUM CEILING SPACE. PROVIDE PLASTIC PROTECTIVE BUSHINGS AT ALL STUBBED OUT LOCATIONS INTERIOR 10'-0" - EXTERIOR 12'-0" (TYPICAL LAYOUT FOR WALL MOUNTED WIRELESS ACCESS POINT) FINISHED FLOOR FINISHED CEILING 42"PHONENOTES: A. CONTRACTOR TO PROVIDE AND INSTALL AS SHOWN ABOVE. B. COORDINATE FINAL MOUNTING HEIGHT WITH OWNER, PRIOR TO ROUGH-IN.FINISHED FLOOR FINISHED CEILING (1) 1" CONDUIT CONDUITS TO STUB OUT OF WALL INTO THE NEAREST ACCESSIBLE PLENUM CEILING SPACE. PROVIDE PLASTIC PROTECTIVE BUSHINGS AT ALL STUBBED OUT LOCATIONS PHONE 4-11/16" X 4-11/16" X 2-1/8" BACK BOX WITH A SINGLE GANG RING WRAP AROUND CABLE LABEL ROOM NUMBER. (COORDINATE WITH FINAL GRAPHICS PACKAGE, NOT CONSTRUCTION NUMBERS) TELECOMMUNICATION ROOM IDENTIFICATION - PANEL IDENTIFICATION - PORT IDENTIFICATION IF CABLE SERVERS BUILDING INTERCOM SYSTEM PROVIDE AN "i" BETWEEN THE TELECOMMUNICATION ROOM IDENTIFIER AND THE PANEL: EXAMPLE I1-i-C-01 1. WRAP AROUND CABLE LABEL TO BE INSTALLED AT BOTH THE WORK AREA OUTLET AND TELECOMMUNICATION ROOM ENDS OF ALL CABLES. INSTALL LABEL 1" FROM THE END OF THE CABLE JACKET AT BOTH ENDS. 2. CABLE LABELING SHALL BE MACHINE GENERATED AND SHALL NOT BE LESS THAN 1/8" IN HEIGHT. 3. COORDINATE EXACT LABELING SCHEME WITH OWNER AND ENGINEER. I1-C-01 806 I1-C-01 806 1. FACEPLATE LABELING SHALL BE MACHINE GENERATED AND SHALL NOT BE LESS THEN 1/4" IN HEIGHT. 2. PROVIDE BLANK INSERTS FOR ANY UNUSED PORTS. 3. COORDINATE EXACT LABELING SCHEME WITH OWNER AND ENGINEER. I1-C-01, 02 I1-C-03, 04 TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 1:33:57 PMT6.02 TECHNOLOGY DETAILS PORT ARTHUR ANIMAL SERVICE 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALE1LOW VOLTAGE ELEVATION - IN-WALL RACEWAY NOT TO SCALE2RACEWAY DETAIL - TYPICAL VOICE/DATA OUTLET NOT TO SCALE4RACEWAY DETAIL - WALL MOUNTED WIRELESS AP NOT TO SCALE3RACEWAY DETAIL - WALL MOUNTED TELEPHONE NOT TO SCALE5CABLE LABEL DETAIL NOT TO SCALE6FACEPLATE LABEL DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT CORNER CAMERA MOUNT NO EXPOSED CABLE AND SEALED FOR MOISTURE BARRIER 1" CONDUIT FROM CAMERA JUNCTION BOX NO EXPOSED CABLE AND SEALED FOR MOISTURE BARRIER CORNER CAMERA MOUNT 1" WATER TIGHT FLEXIBLE CONDUIT FROM WALL TO CAMERA. INSTALL WITH A DOWNWARD DRIP LOOP TO PREVENT MOISTURE FROM ENTERING THE CAMERA HOUSING. NOTE: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE 1" CONDUIT WITH PULL STRING TO NEAREST AVAILABLE PLENUM SPACE. SECURITY CONTRACTORS SHALL PROVIDE CABLE FEED-THROUGH MOUNT FOR CAMERA. NO EXPOSED CABLE WILL BE ALLOWED. SECURITY CONTRACTOR TO COORDINATE MOUNTING HEIGHT WITH ELECTRICAL CONTRACTOR PRIOR TO ROUGH-IN. CAMERA JUNCTION BOX PLAN VIEW ELEVATION VIEW FINISHED FLOOR FINISHED CEILING 4"X4" JUNCTION BOX VIDEO SURVEILLANCE CAMERA PENDANT MOUNT FLEX CONDUIT - LENGTH AS REQUIRED 1" CONDUIT WEATHER TIGHT (ON EXTERIOR APPLICATIONS). ROUTE TO NEAREST ACCESSIBLE CEILING, NEXT JUNCTION BOX, OR THE NEAREST MDF/IDF. CATEGORY CABLE TO ROUTE TO THE NEAREST MDF/IDF. FINISH FLOOR SCHEDULED CEILING VIDEO SURVEILLANCE CAMERA 4"X4" JUNCTION BOX CATEGORY CABLE TO ROUTE TO THE NEAREST MDF/IDF 1" CONDUIT FINISH FLOOR SCHEDULED CEILING VIDEO SURVEILLANCE CAMERA WALL MOUNT 4"X4" JUNCTION BOX CATEGORY CABLE TO ROUTE TO THE NEAREST MDF/IDF 1" CONDUIT FINISHED FLOOR LAY-IN FINISHED CEILINGCEILING MOUNTED CAMERA T-GRID BOX HANGER WITH BOX. COORDINATE BOX REQUIREMENTS WITH CAMERA MODEL. PROVIDE EXTENSION BRACKETS AS REQUIRED. CATEGORY CABLE TO ROUTE TO THE NEAREST MDF/IDF. 10' SERVICE LOOP CABLE SUPPORT FINISHED FLOOR SOLID FINISHED CEILING VIDEO SURVEILLANCE CAMERA 1" CONDUIT 4"X4" JUNCTION BOX CATEGORY CABLE TO ROUTE TO THE NEAREST MDF/IDF. FINISH FLOOR SCHEDULED CEILING 4"X4" JUNCTION BOX CATEGORY CABLE TO ROUTE TO THE MDF/IDF VIDEO SURVEILLANCE CAMERA WALL MOUNT 1" CONDUIT TBPE Firm Registration No. 2234 DBR Project Number 9990 Richmond Avenue South Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f NORTH PLAN NORTH TRUE FILE NAME:PROJECT LOCATION PROJECT NAME SHEET NUMBER www.pgal.com Houston, TX 77042 Suite 200 3131 Briarpark Dr. PGAL, Inc. F (713) 968-9333 T (713) 622-1444 SHEET TITLE REGISTRATION DRAWING HISTORY CONSULTANT ARCHITECT CLIENT DATE STAMP: PROJECT NUMBER KEY PLAN WM LG GR GH 230107.000 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt10/27/2023 1:34:08 PMT6.03 TECHNOLOGY DETAILS PORT ARTHUR ANIMAL SERVICE 3615 GATES BLVD PORT ARTHUR, TX, 77642 CITY OF PORT ARTHUR T (409) 983-8100 Copyright © 2023 444 4th St, Port Arthur, TX 77640 1005964.00 NOT TO SCALE1CORNER MOUNTING DETAIL NOT TO SCALE2EXTERIOR/INTERIOR PENDANT MOUNTED NOT TO SCALE3INTERIOR WALL MOUNT CAMERA-VERTICAL NOT TO SCALE4INTERIOR WALL MOUNTED DOME CAMERA NOT TO SCALE5INTERIOR LAY-IN CEILING MOUNTED CAMERA NOT TO SCALE6EXTERIOR/INTERIOR SOLID CEILING MOUNT CAMERA NOT TO SCALE7EXTERIOR WALL MOUNTED DOME CAMERA №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT