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HomeMy WebLinkAbout(2) Addendum 2_5 -CITY OF PORT ARTHUR, TEXAS ADDENDUM NO. TWO (2) ) November 30, 2023 BID FOR: CONSTRUCTION OF ANIMAL SHELTER BID # 24-005 The following clarifications, amendments, deletions, additions, revision and/or modifications are made a part of the contract documents and change the original documents only in the manner and to the extent hereinafter stated and shall be incorporated in the contract documents. Provisions of this addendum shall take precedence over requirements of the original contract documents and all BIDDERS ARE REQUESTED TO ACKNOWLEDGE SAID PROVISIONS IN THE SUBMISSION OF THEIR BID. Addendum as follows 1. Attached is the Addendum information from PGAL. 2. Attached is the Revised Bid Sheet with Contingency. If you have any questions, please contact the Purchasing Division at 409-983-8160. NOTE: ALL PAGES OF ADDENDA MUST BE SIGNED AND SUBMITTED WITH YOUR BID DOCUMENTS. _____________________________ Clifton Williams Purchasing Manager ________________________________ _________________________ Signature of Proposer Date ________________________________ Company Vendor Name ADDENDUM #2 Date: November 29, 2023 Project: City of Port Arthur Animal Services 3615 Gates Blvd, Port Arthur, TX 77642 From: PGAL 3131 Briarpark Drive Suite 200 Houston, Texas 77042 To: Prospective Bidders This Addendum forms a part of the Bidding Documents and will be incorporated into the Contract Documents. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. PART 1 – DRAWINGS Item No. 1: Refer to Sheet C1.03 – PRE-DEVELOPED DRAINAGE PLAN (PROPOSED ANIMAL SHELTER) Revise Sheet C1.03 as attached. Item No. 2: Refer to Sheet C1.06 – DRAINAGE CALCULATIONS ANIMAL SHELTER Revise Sheet C1.06 as attached. Item No. 3: Refer to Sheet C4.01 – UTILITY PLAN Revise Sheet C4.01 as attached. Item No. 4: Refer to Sheet L3.01 – IRRIGATION PLAN Revise Sheet L3.01 as attached. Item No. 5: Refer to Sheet S505 – TYPICAL CMU DETAILS. Revise Sheet S505 as attached. Item No. 6: Refer to Sheet A0.20 – FINISH LEGEND Revise Sheet A0.20 as attached. Item No. 7: Refer to Sheet A0.35 – EXTERIOR DOOR DETAILS Revise Sheet A0.35 as attached. Item No. 8: Refer to Sheet A2.11 – OVERALL DIMENSIONAL FLOOR PLAN Revise Sheet A2.11 as attached. Item No. 9: Refer to Sheet A2.12 – OVERALL EQUIPMENT PLAN Revise Sheet A2.12 as attached. Item No. 10: Refer to Sheet A2.20 – OVERALL FINISH PLAN Revise Sheet A2.20 as attached. Item No. 11: Refer to Sheet A4.01 – CLERESTORY PLAN, ENLARGED FLOOR PLAN AND EQUIPMENT LIST. Revise Sheet A4.01 as attached. Item No. 12: Refer to Sheet A4.02 – ENLARGED FLOOR PLAN AND EQUIPMENT LIST Revise Sheet A4.02 as attached. Item No. 13: Refer to Sheet A7.50-A7.53 – WALL SECTIONS Revise Sheet A7.50-A7.53 as attached. Item No. 14: Refer to Sheet A7.70-A7.71 – WALL SECTION DETAILS Revise Sheet A7.70-A7.71 as attached. Item No. 15: Refer to Sheet A8.02 – INTERIOR ELEVATIONS. Revise Sheet A8.02 as attached. Item No. 16: Refer to Sheet A8.03 – INTERIOR ELEVATIONS. Revise Sheet A8.03 as attached. Item No. 17: Refer to Sheet A8.65 – MILLWORK ELEVATIONS. Revise Sheet A8.65 as attached. Item No. 18: Refer to Sheet P2.11 – LEVEL 1 PLUMBING PLAN. Revise Sheet P2.11 as attached. Item No. 19: Refer to Sheet P3.02 – ENLARGED PLUMBING PLANS. Revise Sheet P3.02 as attached. Item No. 20: Refer to Sheet P5.01 – PLUMBING SCHEDULES. Revise Sheet P5.01 as attached. Item No. 21: Refer to Sheet P6.01 – PLUMBING DETAILS. Revise Sheet P6.01 as attached. Item No. 22: Refer to Sheet EP2.11 POWER PLAN Revise Sheet EP2.11 as attached. Item No. 23: Refer to Sheet E5.02 - PANEL SCHEDULES Revise Sheet E5.02 as attached. Item No. 24: Refer to Sheet T2.11 TECHNOLOGY PLAN Revise Sheet T2.11 as attached. Item No. 25: Refer to Sheet T6.04 TECHNOLOGY DETAILS Revise Sheet T6.04 as attached. PART 2 – SPECIFICATIONS Item No. 26: Revised Section “00 01 03 – Table of Contents “ Added Section 01 45 23 – Testing and Inspection Services” Added Section "05 51 33 – Metal Ladders” Revised Section "07 42 13.19 – Insulated Metal Wall Panels” Added Section “08 51 00 – Fire Rated Horizontal Slider Window” Revised Section "09 51 13 – Acoustical Panel Ceilings” Added Section "10 11 00 – Visual Display Units” Revised Section "10 99 00 – Miscellaneous Specialties” Item No. 27: Remove Section “04 72 00– Cast Stone Masonry “ Remove Section “09 24 00 – Cement Plastering” Remove Section “09 84 40 – Acoustical Metal Wall Panels” PART 3 – QUESTIONS See attached Pre-Bid Questions & Answers END OF ADDENDUM #2 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 PRE-DEVELOPED DRAINAGE PLAN (PROPOSED 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 B2a 46881 sf 1.08 Acres G2a 8510 sf 0.20 Acres G5a 21194 sf 0.49 Acres G6a 2872 sf 0.07 Acres P5a 605 sf 0.01 Acres G7a 4874 sf 0.11 Acres P3a 29189 sf 0.67 AcresG4a 0.16 sf 0.16 Acres G3a 1161 sf 0.03 Acres P4a 6657 sf 0.15 Acres 2 11/22/2023 ADDED C1.03 ANALYSIS FOR ANIMAL SHELTER ONLY 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 C1.06 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. 2 11/22/2023 NOAA 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 2 11/15/2023 IRRIGATION WATER TAP 2 PROP. BLDG.FF= 4.20PROJECT NAME: PROJECT NO. SHT. NO. DATE: Nov 29, 2023©COPYRIGHT FITTZ & SHIPMAN, INC. 2023 1405 CORNERSTONE COURT, BEAUMONT, TEXAS PH (409) 832-7238 FAX (409) 832-7303 T.B.P.E. FIRM #1160 T.X.L.S. FIRM #100186 ADA Ramp Modifications & Details - Ref. C2.01 PORT AUTHOR ANIMAL SERVICES ADDENDUM - REVISED RAMP AND SIDEWALK EX-1 22207Typical HandicappedType 1 Ramps6" CURB, FLUSH W/SIDEWALK EACH ENDSIDEWALK, RE:SITE PLAN1:12 SLOPE MAXTOP OF CURB TOFOLLOW SLOPE OF RAMPRAMP TO PAVING EXPANSION JOINTINDICATES HEAVY BROOMED CONCRETE FINISH, FULL LENGTH OF RAMP5' - 0" MINFULL WIDTH WALK1:12 SLOPE MAX5'-0"In-Line ADA Ramp 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.75.751.0CCONTROLLER 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 234567891.7511112102701.0.75MSHRUB 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" IRRIGATION 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"16.811SPRAY1.0"12.312ROTOR1.0"13.510ROTOR1.0" 5.11.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 BID11/21/2023ADDENDUM NO. 2IRRIGATIONPLAN1 OF 1L3.1NIRRIGATION - GENERAL NOTESPLAN NOTESWATER TAP DIAGRAMNOT USED1 ADDENDUM NO. 21 ADDENDUM NO. 2 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 CELLIF 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 WALLRE: PLANHSS TUBE OR WIDE FLANGE BEAMRE: PLANTOSRE: PLANGRIDRE: PLAN3/8" BENT PL X 1'-0" LONGW/ 2" LONG VERTICAL SLOTTED HOLE SPACED @ 24" OC3" MIN1'-0"2"8"2"EQEQMIN.6"PROVIDE BOND BMREINF. (2) CONT #5TRIANGULAR TIE (GALV)EMBEDDED IN MORTAR JOINT.SEE SPECIFICATIONS.STRAP ANCHORS(FIELD WELD AT 32" OC MAXIMUM SPACING. SEE SPECIFICATIONSCOMPRESSIBLE FILLER,RE: ARCHITECTS DRAWINGSAND SPECSNOTE:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36TIMES THE NOMINAL WALL THICKNESS.TOPCOURSE1"PL 3X3X3/16"(SHOP PRIME)L2-1/2X2-1/2X3/16 WELDEDTO PURLINS @ 4'-0" OC(SHOP PRIME)1" CLR MIN.SEE ARCHITECTURE FORMASONRY EXTENSIONREQUIREMENTSL2-1/2X2-1/2X3/16 (SHOP PRIME) BRACE@ EA CONNECTIONL5X3X1/4 X 0'-6"(LLV)(SHOP PRIMED)(WELDED TO JOISTBOTTOM CHORD)NOTE:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36TIMES THE NOMINAL WALL THICKNESS.1/8"1/8"3/16"3/16"3/16"3/16"BRACE L3X3X3/16 @ 4'-0" MAX (SHOP PRIME)SEE "TYPICAL DETAIL BEAM BOTTOMFLANGE BRACE" FOR CONN.TO PURLINSCONNECT BRACES ONLYAT JOIST PANEL POINTS30° MIN.60° MAX.L5X3X1/4 X 0'-6" (LLV)(SHOP PRIMED)(WELDED TO ANGLE)4 1/2"WALLTHICKNESS6'-0" MAXIMUM IF DISTANCE IS GREATER,CONTACT ENGINEERFOR INSTRUCTIONS(MIN.)1" CLRL3X3X1/4(SHOP PRIME)COORD. W/ARCH DWGSCEILINGRE: ARCH 3" MIN.NOTE:THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLSEXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS.30° MIN.60° MAX.3/16"2" MIN.3/16" 2" MIN.TYP30° MIN45° MAXL5X3X1/4 X 0'-6"(LLV)(SHOP PRIMED) (WELDED TO JOIST BOTTOM CHORD)4 1/2"WALLTHICKNESS6'-0" MAXIMUM IF DISTANCE IS GREATER,CONTACT ENGINEERFOR INSTRUCTIONSCONT L3X3X1/4 BTWN PURLINS (SHOP PRIME)(MIN.)1" CLRL3X3X3/16 @ 5'-0" OC MAX(SHOP PRIME)CONT L3X3X1/4BTWN PURLINS(SHOP PRIME)NOTE:THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLSEXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS.L3X3X1/4 X 0'-4" LONG @ EA. BRACE(SHOP PRIME)WELD TO L3X3CROSS MEMBERL3X3X1/4(SHOP PRIME)COORD. W/ARCH DWGSCEILINGRE: ARCH 3" MIN.3/16" MIN.3/16" MIN.TYP3/16" MIN.3/16" MIN.TYPL5X3X1/4 X 0'-6"(LLV)(SHOP PRIMED)(WELDED TO PURLIN)SEE ARCHITECTURE FORMASONRY EXTENSIONREQUIREMENTS1" CLR. MIN1" CLR. MINNOTE:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36TIMES THE NOMINAL WALL THICKNESS.3/16"3/16"COMPRESSIBLE FILLER,RE: ARCHITECTS DRAWINGSAND SPECSL5X3X1/4 (LLV) X 0'-6" LONG @ 48" OC MAXIMUM SPACING,(SHOP PRIME), TYP1/4" BENT PL X 0'-8" LONG@ 48" OC MAX (SHOP PRIME).INCREASE LENGTH AS REQ'D.RE: NOTE 2NOTE:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36TIMES THE NOMINAL WALL THICKNESS.2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL, REDUCE CONNECTION SPACING TO 3'-6".1/2"3/16"2-123/16"2-12TYP6"CORNERINTERSECTIONDOUBLE CURTAIN2'-0" MIN48" DIA.2'-0" MIN48" DIA.2'-0" MIN48" DIA.(6) #5 VERT, TYPINSIDE BARS EXTENDAS FAR AS POSSIBLE& HOOK DOWN INTOCORNER CELLCORNERINTERSECTIONSINGLE CURTAIN2'-0" MIN48" DIA.2'-0" MIN48" DIA.(3) #5 VERT, TYP UONALTERNATE BAR BENDSC.L. CONTROL JOINT 2'-0" TYP.> 1'-0"OPENINGEND OF WALLTYPICAL REINFORCED MASONRY NOTESTYPICAL HORIZONTAL AND VERTICAL REINFORCING BARS SHALL BE AS NOTED ON THE PLAN SHEET. ADDITIONAL REINFORCING SHALL BE AS FOLLOWS1. (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 HEIGHT2. (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" OCGC 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 JOINTSFINISHRE: ARCH8" CMU WALLRE: PLANHSS4X4X1/4 (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: 2S102TYP2" CLRBOND BEAMS @ CANOPYREINF. W/ (2) CONT #5MIN.4"RE: ARCH3/4" = 1'-0"7CMU CLIP TO STEEL BEAM3/4" = 1'-0"9TOP OF CMU BRACING AT OFFSET WALL3/4" = 1'-0"3TOP OF CMU BRACING AT JOISTS3/4" = 1'-0"5TOP OF CMU BRACING AT JOISTS3/4" = 1'-0"4TOP OF CMU BRACING AT JOISTS3/4" = 1'-0"6TOP OF CMU BRACING AT JOISTS3/4" = 1'-0"8TOP OF CMU BRACING AT WIDE FLANGE BEAM3/4" = 1'-0"2TYPICAL CMU WALL REINFORCING AT INTERSECTIONS3/4" = 1'-0"1TYPICAL CMU WALL ELEVATION3/4" = 1'-0"10CANOPY SUPPORT AT ARCH FINISHNEOALIGENSOSINEFREASXFTEPRTSATEONSEDECILFRED DALLY90904FILE NAME:PROJECT LOCATIONPROJECT NAMESHEET NUMBERwww.pgal.comHouston, TX 77042Suite 2003131 Briarpark Dr.PGAL, Inc.F 713 622 1444T 713 622 1444SHEET TITLEREGISTRATIONDRAWING HISTORYCONSULTANTARCHITECTCLIENTDATE STAMP: PROJECT NUMBERKEY PLAN10/27/2023D + A PROJECT # 23-109-00C:\Users\Lauren\Documents\CPA_ANIMAL SHELTER _STRUCT_R22_lmadisonRTAJY.rvt11/16/2023 6:30:10 PMS505TYPICAL CMUDETAILSPORT ARTHUR3600 GATES BLVDPORT ARTHUR, TX,77642CITY OF PORT ARTHURT (409) 983-8100Copyright © 2023444 4th St, Port Arthur, TX776401005964.00№. DATE DESCRIPTION10/27/2023 100% CD SET - BIDDING& PERMITTING2 11/16/2023 ADDEUNDUM #2222222222222 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, ALL WALLS UP TO 8'-0"H IN CUST. 138 FIBER-REINFORCED PLASTIC 4' X 8' FRP01 SHELTER COVE GRAY 1281 VARIETEX LINEN TEXTURE WALL DOORS, CUST. 138 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: AMERIPOLISH 3D HS DENSIFIER, SR2 STAIN RESISTOR SEALER POLISHED CONCRETE PC01 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 3D HS DENSIFIER, SR2 STAIN RESISTOR SEALER COLORED CONCRETE CC01 BLACK SURELOCK 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.rvt11/27/2023 9:39:31 AMA0.20 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 2 11/16/2023 ADDENDUM #2 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 2 2 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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 1 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 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. CLIP FASTENERS CONTINUOUS BUTYL SEALANT BOTH SIDES OF TRIM W/ MARRIAGE BEAD TO VERTICAL PANEL JOINT PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. HORIZONTAL SUPPORT (GIRT) FIELD INSTALLED CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT PRE-FINISHED METAL HEAD TRIM WITH DRIP EDGE HORIZONTAL METAL FRAMED OPENING 2 2 EXPOSED SEALANT 2 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.rvt11/27/2023 9:39:35 AMA0.35 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 EXTERIOR ALUM. DOOR JAMB DETAIL3" = 1'-0"11 TYP. EXTERIOR FRP DOOR HEAD @ CONCRETE WALL DETAIL №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 11/13/2023 ADDENDUM #1 2 11/16/2023 ADDENDUM #2 1 1/2" = 1'-0"15 OVERHEAD COILING DOOR HEAD DETAIL THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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'-8 1/2"10'-5"10'-0 3/8"12'-10 1/2"3'-0"7'-7"4'-5"3'-5"18'-11"1'-5"11'-0"10'-8"6'-8"10'-1 3/8"8'-6"1'-10"ALIGN 9'-11"11'-8"12'-2"16'-11"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 127ASO127 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'-5 13/16" 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'-9 15/16"1'-0 3/16" 12'-4" 14'-0" 3'-4" 3'-4"16'-10"3'-4" 6'-11 1/8" 10'-0"27'-1 1/2" 14'-8" 2'-7" 3'-4"ALIGN 19'-4 1/2"12'-1"7'-8 11/16"7'-7 1/2"SF-01102B 18'-10"17'-10 3/8" 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'-8 7/16" 6'-2 7/16" 8'-6"5'-7 1/2"57'-7 13/16"3 11/16"6'-4" 25'-5 1/2" A4.02 2 9'-9" 9'-6 7/16" 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 2 1/16" 17'-3 3/8" LV-2 3'-6" 102A A4.01 2 11 6 13 LV-2 2'-0 5/16" 1'-2" HM-01 1'-2"11"3'-1"3'-3"1'-4"12'-10 1/2"2'-7" REF. PANEL MANUF. 1'-6"6"4'-9" 4'-6" 2'-0"6"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'-7 3/8"1'-8"1'-5"6 7/16"9 1/2"1'-7"1'-7"SF-09 1'-5" 8"1'-7 11/16"9'-9" 1'-3"12'-0"STORAGE 156 1'-6"1'-2"22'-10 39/64"3'-4"49'-7 101/128"10'-0"2'-6 1/4"1'-10"SF-021'-8 1/2" 4'-0 1/2" 1'-2" 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 2 2 2 2 2 2 2 2 2 2 2 2 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.rvt11/27/2023 9:39:43 AMA2.11 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 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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 113 109 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, OFOI. 6 MEDIUM SIZE REFRIGERATOR, OFOI. 7 UNDER COUNTER ICE MACHINE, OFCI REF: SPECS. 8 UNDER COUNTER SAFE, OFCI 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, RS01 REF: SPECS.32 6'W X 4' T DRY ERASER MARKERBOARD, 33 2 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP #EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER 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.rvt11/27/2023 9:39:50 AMA2.12 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 NOTES1/4" = 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 2 11/16/2023 ADDENDUM #2 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. TRAPS STORAGE 129 EQUIPMENT STORAGE 128 RB01 PC01 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 PC01 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 PC01/CC01 ACT01 PT01 RB01 PC01 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 PC01 STR-1 PT-1/FRP01IT ROOM 137 EPB01 EP01 ACT02 PT01 EPB01 EP01 ACT01 PT01 WORK / MEDICAL AREA 133 RB01 PC01 STR-1 PT01 RB01 PC01 STR-1 PT-1 RB01 PC01 STR-1 PT-1 RB01 PC01 STR-1 PT-1 EPB01 EP01 ACT02 PT03 FREEZER 131 TB01 T01 PG01 WT02/PT03 EPB01 EP02 ACT01 PT01 EPB01 EP02 ACT02 PT01 RB01 PC01 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 PC01 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 PC01 STR-1 PT-1 EPB01 EP01 ACT02 PT03 EPB01 EP01 ACT02 PT03 EPB01 EP01 ACT02 PT03 RB01 PC01 ACT01 PT-1 RB01 PC01 ACT01 PT-1 RB01 PC01 ACT01 PT01 TB01 T01 PG01 WT01/PT03 TB01 T01 PG01 PT03 TB01 T01/SB01 PG01 PT03 TB01 T01 PG01 PT03 6'-2 1/4"6'-1"GENERAL 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.rvt11/27/2023 9:40:01 AMA2.20 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 2 11/16/2023 ADDENDUM #2 2 2 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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'-2 7/8"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'-4 3/8"3'-1" 3'-6" 3'-1" 5'-0 3/8" ALIGN 2 22 2 6 3'-2" 5'-2" 1'-6" 2 2 1 1 TA-4 TA-2TA-3 TA-3 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 10 / A8.02SIM9 / A8.02 SIM 12 / A8.02SIM11 / A8.02 SIM 17 / A8.02 18 / A8.0219 / A8.0217 / A8.02 Sim 18 / A8.02Sim19 / A8.02Sim3 / 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" 9'-11" 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-9 E-108 E-108 E-109 7 E-110 E-106 E-111 7 E-107 E-108 130131AE-113 13 DOG WASH 130 FREEZER 131 WORK / MEDICAL AREA 133 2 2 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'-4 3/8" 6'-5" 5'-7 1/2" 3'-0" 6'-0 3/8" 3'-0" TA-8 NOTE:REF. G0.1410'-4 3/16"1'-9 13/16"3 A7.01 1 A7.5234 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 TA-11 SHOWER CURTAIN 2 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP # EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER 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 13/16"7 9/256"1 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.rvt11/27/2023 9:48:31 AMA4.01 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 11/13/2023 ADDENDUM #1 2 11/16/2023 ADDENDUM #2 1/4" = 1'-0"7 ENTRY CLERESTORY PLAN 1 2 2 2 2 2 2 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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'-2" 3'-0" MIN HEIGHT (TYP.) 2'-6"MIN WIDE (TYP.) 1'-8"2'-6" 3'-0" 2'-6" 3'-0" 2'-6" 6'-5" 3'-4" 3'-1" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 4'-4" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2'-6" 2'-6" 4'-4" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2 3 A7.01 J J 3 3 4 4 7 7 8 8 1 1 3 4 7 81 J 7 5/8"2'-2" 2'-6" 1'-8" 2'-6" 3'-0" 2'-6" 3'-0" 2'-6"6'-2" 3'-4" 1'-2" 2'-2" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-10" 1'-6" 2'-10" 2'-6" 4'-4" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2'-6" 2'-6"4'-4" 2'-6" 1'-8" 2'-6" 2'-4" 2'-6" 2'-4" 2'-6" 2'-4" 2'-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.rvt11/27/2023 9:40:05 AMA4.02 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 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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 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. STRUCTURAL STRUCTURAL SLAB, REF. STRUCTURAL T.O. OPEN 14'-6" HORIZONTAL SUPPORT (GIRT) T.O. OPENING B.O. OPENING 12'-6" ROOF ENCLOSURE PRE-FINISHED METAL RAKE TRIM BY METAL BUILDING SUPPLIER PURLIN PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT HORIZONTAL SUPPORT (GIRT) FIELD INSTALLED CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT PRE-FINISHED METAL HEAD TRIM WITH DRIP EDGE HORIZONTAL METAL GIRT CONTINUOUS MOISTURE BARRIER 2 2 2 2 2 FASTENERS W/O WASHER PER CLIP. REF. MANUFACTURER ROOF PANEL FASTENERS. REF. MANUFACTURER FACTORY-APPLIED FOAM GASKET AT UNDERSIDE OF ROOF CLIP CONTINUOUS BUTYL SEALANT IN FEMALE JOINT REF. MANUFACTURER 2 2 2 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 CONTINUOUS MOISTURE BARRIER CONCRETE SIDEWALK PAVING SLOPE AWAY FROM BUILDING AT 2% MAX., RE: CIVIL EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM INSULATED METAL PANEL WALL SYSTEM ON PEMB STRUCT. PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. 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 PRE-FINISHED METAL RAKE TRIM BY METAL BUILDING SUPPLIER ROOF ENCLOSURE STRUCTURAL STEEL FRAMING BY METAL BUILDING SUPPLIER 2 2PRE-FINISHED METAL TRIM BY METAL BUILDING SUPPLIER 2 HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) 2 2 2 FASTENERS W/O WASHER PER CLIP. REF. MANUFACTURER ROOF PANEL FASTENERS. REF. MANUFACTURER FACTORY-APPLIED FOAM GASKET AT UNDERSIDE OF ROOF CLIP CONTINUOUS BUTYL SEALANT IN FEMALE JOINT REF. MANUFACTURER 2 2 INSULATED STANDING SEAM METAL PANEL ROOF SYSTEM 1 1/2" 1'-0" DRY STOR. 139 HORIZONTAL PREMIUM SMOOTH FACED INSULATED METAL PANEL WALL SYSTEM ON PEMB STRUCT. A7.70 6 Sim A7.70 8 OH 13 FIN FLOOR 0" PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C.@ 16" O.C. MAX. BREAK METAL PANEL STRAP AS NECESSARY ROOF PANEL. PER MANUFACTURER PRE-FINISHED METAL BOX GUTTER BY METAL BUILDING SUPPLIER CONTINUOUS MOISTURE BARRIER STRUCTURAL SLAB, REF. STRUCTURAL CONCRETE SIDEWALK PAVING SLOPE AWAY FROM BUILDING AT 2% MAX., RE: CIVIL PRE-FINISHED METAL TRIM BY METAL BUILDING SUPPLIER 2 2 2 HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 2 PRE-FINISHED METAL DOWNSPOUT BEYOND BY METAL BUILDING SUPPLIER 2 METAL ROOF PURLIN BY METAL BUILDING SUPPLIER CONTINUOUS BUTYL SEALANT IN FEMALE JOINT FIELD-APPLIED BUTYL SEALANT AT CLIP OVERLAP 2 T.O. WALL 13'-4 1/2" 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" CONTINUOUS MOISTURE BARRIER RETARDER STRUCTURAL SLAB, REF. STRUCTURAL STRUCTURAL STEEL FRAMING BY METAL BUILDING SUPPLIER 6" WIDE ALUMINUM SOFFIT OVER PEMB A7.71 1 CONCRETE PAVEMENT, RE: CIVIL 1'-0 143/256"8'-4"1'-10"SOFFIT VENT WIN HIGH LOAD ROLL CANOPY BY PEMB MANUFACTURER 2 2 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.rvt11/21/2023 3:45:24 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 1" = 1'-0"1 WALL SECTION1" = 1'-0"2 WALL SECTION1" = 1'-0"3 WALL SECTION1" = 1'-0"4 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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 STRUCTURAL SLAB, REF. STRUCTURAL WIN HIGH LOAD ROLL CANOPY BY PEMB MANUFACTURER CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) HORIZONTAL SUPPORT (GIRT) 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT (2) FASTERNER PER CLIP 2 ROOF PANEL. PER MANUFACTURER METAL ROOF PURLIN BY METAL BUILDING SUPPLIER CONTINUOUS BUTYL SEALANT IN FEMALE JOINT FIELD-APPLIED BUTYL SEALANT AT CLIP OVERLAP 2 2 CONTINUOUS MOISTURE BARRIER PRE-FINISHED METAL TRIM BY METAL BUILDING SUPPLIER 2 CORRIDOR 110 A B EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON PEMB STRUCT. 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 CONTINUOUS MOISTURE BARRIER STRUCTURAL SLAB, REF. STRUCTURAL CONCRETE SIDEWALK PAVING SLOPE AWAY FROM BUILDING AT 2% MAX., RE: CIVIL HIGH LOAD ROLL CANOPY BY PEMB MANUFACTURER B.O. CANOPY 7'-4" HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT FASTENERS W/O WASHER PER CLIP. REF. MANUFACTURER ROOF PANEL FASTENERS. REF. MANUFACTURER FACTORY-APPLIED FOAM GASKET AT UNDERSIDE OF ROOF CLIP CONTINUOUS BUTYL SEALANT IN FEMALE JOINT REF. MANUFACTURER PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. 2 2 STRUCTURAL STEEL FRAMING BY METAL BUILDING SUPPLIER 2 2 2 INSULATED METAL PANEL WALL SYSTEM ON PEMB STRUCT. 1 1/2" 1'-0" FIN FLOOR 0" 10 11 CONTINUOUS MOISTURE BARRIER STRUCTURAL SLAB, REF. STRUCTURAL A7.70 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 STRUCTURAL STEEL FRAMING BY METAL BUILDING SUPPLIER 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 PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT BEYOND ROOF PANEL. PER MANUFACTURER METAL ROOF PURLIN BY METAL BUILDING SUPPLIER CONTINUOUS BUTYL SEALANT IN FEMALE JOINT FIELD-APPLIED BUTYL SEALANT AT CLIP OVERLAP T.O. WALL 11'-4" HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 2 ANIMAL CONTROL SUPERVISOR 113 HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 2 T.O. OPEN 13'-0" FIN FLOOR 0" A7.71 16 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 A7.70 1 Sim CONTINUOUS MOISTURE BARRIER STRUCTURAL SLAB, REF. STRUCTURAL PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. INSULATED METAL PANEL SYSTEM (KARRIER PANEL) HORIZONTAL HAT CHANNEL SPECIFIED PARAPET COPING OVER ROOFING MEMBRANE WRAPPED OVER BLOCKING SINGLE PLY MEMBRANE TO LAP OVER AIR/MOISTURE BARRIER ON TO FRONT FACE OF WOOD BLOCKING BASE AS SCHEDULED PRE-FINISHED METAL TRIM BY METAL BUILDING SUPPLIER 2 2 HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT HORIZONTAL SUPPORT (GIRT) 2 2 2 FIN CLG 9'-0" PARAPET TRIM WRAP MEMBRANE ADHERE TO EXTERIOR PANEL FACE STRUCTURAL STEEL FRAMING BY METAL BUILDING SUPPLIER 2 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.rvt11/21/2023 3:45:25 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 1" = 1'-0"1 WALL SECTION1" = 1'-0"3 WALL SECTION1" = 1'-0"4 WALL SECTION 1" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 FIN FLOOR 0" B.O. CANOPY 7'-3" 2" 1'-0" D G A7.70 7 Sim A7.70 2 Sim 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 CONTINUOUS MOISTURE BARRIER STRUCTURAL SLAB, REF. STRUCTURAL DOUBLE SWING KENNEL DOOR WITH GUILOTINE OPENING BEYOND FIN CLG 11'-0" METAL ROOF PURLIN BY METAL BUILDING SUPPLIER 1" 1'-0" PREFINISHED ALUMINUM DOWNSPOUT AND GUTTER BEYOND A7.70 9 OUTDOOR KENNEL CHAIN LINK FENCE OUTDOOR KENNEL LIGHT FIXTURE PURMETAL ROOF PURLIN BY METAL BUILDING SUPPLIER T.O. OPEN 2'-10" OUTDOOR KENNEL LIGHT FIXTURE 1 PARTITION TYPE M2: FOAMED-IN- PLACE MASONRY WALL INSULATION - R-13 MIN. ASSEMBLY 2 2 CONCRETE COLUMN BEYOND 2 WDW HEAD 11'-0" WDW SILL 9'-0" SF-11 EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON 6" METAL STUD 2 PAINTED 5/8" GYP. BOARD . METAL SOFFIT 2 METAL SOFFIT PREFINISHED ALUMINUM DOWNSPOUT AND GUTTER BEYOND 2 2 2 2 2 1 2 STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM SCHEDULED FLOOR FINISH A7.70 12 A7.71 3 Sim T.O. WALL 8'-0" PARTITION TYPE M2: FOAMED-IN-PLACE MASONRY WALL INSULATION - R-13 MIN. ASSEMBLY GRADE BEAM. RE: STRUCTURE 8 1/8" FIN CLG 11'-0" FIN FLOOR 0" EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON 6" METAL STUD 2 BOND BEAM 2 PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. 2 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.rvt11/21/2023 3:45:26 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 1" = 1'-0"1 WALL SECTION1" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 1 11/13/2023 ADDENDUM #1 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 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" 3 5/8" STL STUDS @ 16" O.C. MAX. REF. FINISH PLAN 2 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 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" HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 PAINTED 5/8" GYP. BOARD OVER 3-5/8" CFMF AT 1'-4" O.C. 2 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.rvt11/21/2023 3:45:27 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 1" = 1'-0"1 WALL SECTION1" = 1'-0"2 WALL SECTION №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMITTING 2 11/16/2023 ADDENDUM #2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 ℄ 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 FASTENERSEALANT CONTINUOUS BASE ATTACHMENT BASE FLASHING RIVETS @ 12" O.C. BASE TRIM CLIP FASTENERS PANEL CLIP 3 5/8" METAL STUD 5/8" GYPSUM WALLBOARD, REF, FINISH PLAN METAL GIRT BY METAL BUILDING SUPPLIER CONTINUOUS BEAD OF SEALANT 2"INSULATED METAL WALL PANEL SYSTEM 2 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 3 5/8" METAL RUNNER TOP PLATE 3 5/8" METAL STUD GYPSUM WALL BOARD PAINTED PEMB STRUCTURE HORIZONTAL SUPPORT (GIRT) STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT FASTERNER PER CLIP CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) 2 2 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 5/8" GYPSUM WALLBOARD REF. FINISH PLAN PEMB SHADE STRUCTURE CLIP SEALANT CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) HORIZONTAL SUPPORT (GIRT) 3-5/8" CFMF AT 1'-4" O.C.@ 16" O.C. MAX 2 (2) FASTERNER PER CLIP STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 2 PANEL CLIP HORIZONTAL SUPPORT (GIRT) FASTENERS 3 5/6" METAL STUD J TRIM @ EXPOSED LOCATIONS GYPSUM WALL BOARD, RE: FINISH SCHEDULE FOR FINISH 2" INSULATED METAL WALL PANEL 2 2 CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT 2 GYPSUM WALL BOARD, RE: FINISH SCHEDULE FOR FINISH 2" INSULATED METAL WALL PANEL 3 5/8" METAL STUD RUNNER BOTTOM PLATE 2 HORIZONTAL SUPPORT (GIRT) CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) (2) FASTERNER PER CLIP 12 GA. STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 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 3 5/8" METAL STUD 5/8" GYPSUM WALLBOARD, REF. FINISH PLAN CONTINUOUS BEAD OF SEALANT WALL BASE, REF. FINISH PLAN STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT 2 2 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 3 5/8" METAL STUD BASE ATTACHMENT SET IN CONTINUOUS BEAD OF SEALANT 5/8" GYPSUM WALLBOARD, RE: FINISH PLAN METAL STUD METAL GIRT BY METAL BUILDING SUPPLIER 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 2 G FIN FLOOR 0" DRILLED PIER. RE: STRUCTURE GRADE BEAM RE: STRUCTURE SLAB ON GRADE. RE: STRUCTURE PARTITION TYPE M2: FOAMED-IN- PLACE MASONRY WALL INSULATION - R-13 MIN. ASSEMBLY GRADE BEAM RE: STRUCTURE 10 5/8" 1'-9" 2 1 PARTITION TYPE M2: FOAMED-IN-PLACE MASONRY WALL INSULATION - R-13 MIN. ASSEMBLY SPRAY FOAM INSULATION SEALANT AND BACKER ROD BOTH SIDES (TYP.) BREAK METAL CAP PANEL CLIP CLIP FASTERNER EXTERIOR HEAD TRIM SEALANT SEALANT EMBOSSED INSULATED METAL PANEL WALL SYSTEM INSTALLED VERTICALLY ON 6" METAL STUD CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) BOND BEAM 2 2 2 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.rvt11/21/2023 3:45:28 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 2 11/16/2023 ADDENDUM #2 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 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 ℄ ℄ ℄ 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 HORIZONTAL SUPPORT (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 SEALANT PANEL CLIP 5/8"1/8"3 5/8" METAL STUD 5/8" GYPSUM WALLBOARD REF. FINISH PLAN ENDLAP SUPPORT ANGLE CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) 2 2 2 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 STUD PAINTED PEMB STRUCTURE HORIZONTAL SUPPORT(GIRT) PANEL CLIP STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) 2 2 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 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 2" INSULATED METAL KARRIER PANEL 2 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 16 SPECIFIED PARAPET COPING OVER ROOFING MEMBRANE WRAPPED OVER BLOCKING SINGLE PLY MEMBRANE TO LAP OVER AIR/MOISTURE BARRIER ON TO FRONT FACE OF WOOD BLOCKING WRAP MEMBRANE ADHERE TO EXTERIOR PANEL FACE LOW PROFILE VERTICAL FASTERNER FASTERNER TO PARAPET STAINLESS STEEL HIDDEN FASTERNER CLIP SET CLIP IN BUTYL SEALANT PARAPET TRIM STAINLESS STEEL HIDDEN FASTENER CLIP SET CLIP IN BUTYL SEALANT CANT STRIP STANDING SEAM INSULATED METAL ROOF PANEL SYSTEM CONTINUOUS BUTYL SEALANT IN VERTICAL PANEL JOINT. (INSTALLER TO ENSURE THERE ARE NOT GAPS IN SEALANT) STAINLESS STEEL HIDDEN FASTENER CLIP SET CLIP IN BUTYL SEALANT HORIZONTAL HAT CHANNEL INSULATED METAL PANEL SYSTEM (KARRIER PANEL) FASTERNER PER CLIP HORIZONTAL SUPPORT (GIRT) 6" WIDE VERTICALLY INSTALLED ALUMINUM CLADDING OVER HORIZONTAL HAT CHANNELS 2 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.rvt11/21/2023 3:45:29 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 DETAIL3" = 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 10/27/2023 100% CD SET - BIDDING & PERMITTING 2 11/16/2023 ADDENDUM #2 1 1/2" = 1'-0"1 WALL SECTI ON DETAIL 1 1/2" = 1'-0"2 WDS - HD FRONT ENTRY OVERHANG TRIM 1 1/2" = 1'-0"16 WDS - HD TRAINING WOOD PARAPET 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGIST E R ED ARC HI TECT3/9/202211/29/2023 11/29/2023 9'-0"TB01 PT03 9'-0"TA-1 TA-2 TA-8 TB01 PT03 2 FIN FLOOR 0"9'-0"TA-4 TA-4 TA-9 TA-3 TA-1 TA-2 TA-8 TB01 WT01WT01 WT02 3'-9" EQEQ CS01 PL01 2 2 2 2 29'-0"FIN FLOOR 0" 106TA-3 TA-9 TB01 PT03PT03 2 2 FIN FLOOR 0" 114 TA-9 TA-3 TB01 9'-0"PT03 2 2 FIN FLOOR 0"9'-0"TB01 PT03 9'-0"TA-9 TA-9 TA-4 TA-4 TA-3 TA-1 TA-2 TA-8 WT01 WT02 3'-9" EQ EQ PL01 CS01 2 2 2 2 2 FIN FLOOR 0"9'-0"TA-8 TA-2 TA-1 TB01 PT03 2 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-118 E-118 29 2 2 FIN FLOOR 0" 123 TA-4 WT01WT01 TA-9 TA-3 TA-1 TA-2 TA-8 TB01 9'-0"PT03 2 2 2 2 FIN FLOOR 0"9'-0"TA-8 TA-1 TA-2 TB01 PT03 2 FIN FLOOR 0"9'-0"PT03PT03 TB01 9'-0"TA-3 TA-9 PT03 TB01 OPEN TO BEYOND 2 EQEQ FIN FLOOR 0" T01 SB01 TA-16 TA-11 TA-15 FIN FLOOR 0" TB01 T01PT01 SB01 TA-15 FIN FLOOR 0" 123 PT01T01 TB01SB01 TA-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.rvt11/27/2023 9:40:13 AMA8.02 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 2 11/16/2023 ADDENDUM #2 1/4" = 1'-0"17 SHOWER 123 - NORTH1/4" = 1'-0"18 SHOWER 123 - WEST1/4" = 1'-0"19 SHOWER 123 - EAST 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC HI TECT3/9/202211/29/2023 11/29/2023 FIN FLOOR 0" E-117 16 18 EPB01 PT01 2 E-120 E-120 E-117 E-121 6'-0"PT01PT01 EPB01 EPB01 2 2 2 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-114 2 E-114 E-114 2 2 E-115 FIN FLOOR 0" E-116 E-116 20 301L 36 1236 302 L 36 12 2'-10"2'-0"3'-0"18 5'-11 1/4"SST EPB01 PT01 2 2 EPB01 PT01 7'-4"PT17 PT17 PT16 PT16 PT16 PT15 PT15 PT14 PT14 PT14 PT18 PT18 PT18 E-114 E-114 2 2 E-114 2E-114 2 E-114 2 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 2 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 18 20 PT03 PT03 PT03 PT03PT03 PT06 PT08 PT10 PT12PT12PT12PT12 PT03 PT03 PT03 EPB01 2 E-121 E-117 E-117 16 PT01 EPB01 2 2 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, OFOI. 6 MEDIUM SIZE REFRIGERATOR, OFOI. 7 UNDER COUNTER ICE MACHINE, OFCI REF: SPECS. 8 UNDER COUNTER SAFE, OFCI 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, RS01 REF: SPECS.32 6'W X 4' T DRY ERASER MARKERBOARD, 33 2 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP # EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER 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.rvt11/27/2023 9:40:21 AMA8.03 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 2 11/16/2023 ADDENDUM #2 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP # EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER EQUIPMENT LIST KEY NOTES 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC HI TECT3/9/202211/29/2023 11/29/2023 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 SS01 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 ? 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP # EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER 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.rvt11/27/2023 9:40:29 AMA8.65 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 11/16/2023 ADDENDUM #2 2 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 E-107 RETRACTABLE POWER OUTLET. REF. ELECTRICALE-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. SPECSE-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 STAINLESS STEEL CAT ISOLATION CAGE - REF. SPECS E-115 CHROME WIRE WALL MOUNTED SHELVESE-117 CAGES E-118 CAGE WHEELSE-119 STAINLESS STEEL SHELVESE-120 STAINLESS STEEL TABLE W/ CABINETS E-121 UTILITY SINK. REF. SPECS E-116 EQUIP # EQUIPMENT NAME MANUFACTURER / MODEL TYPE SHORE-LINE / CLASSIC-FLAT TOP SURGERY TABLE – MODEL 903-4000-01 (ROTATIONAL BASE) TUTTNAUER M SERIES / 2540M BURTON MEDICAL, LLC/ GlEAMER ALL-PURPOSE HALOGEN LIGHT MODEL GL30FL STANDARD SPOT MEDICALILLUMINATION / MODEL: MI SERIES (MI-1000, MI-750, or MI-550 AS SCHEDULED OR SELECTED BY OWNER SHORE-LINE / FOLD-UP WALL-MOUNT EXAM TABLE, PENINSULA DIRECT ANIMAL PRODUCTS / TD60L-SR (ADA) DIRECT BATHING TUB (60" LH W/SWIVEL RAMP)D60L-SR (ADA) DIRECT BATHING TUB (60" RH W/SWIVEL RAMP) ZURN ONE Z.CS1.M MANUAL FLOOR MOUNTED SINK SYSTEM WITH CLINICAL SERVICE SINK & FLISH VALVE WITH BEDPAN WASHER - 3.5 GPF REFER TO ELECTRICAL SPECIFICATIONS SHORE-LINE 6' STAINLESS STEEL CAGE ASSEMBLY, OPTION ATOP: 3 - 24"W x 30"H BOTTOM: 2 - 36"W X 30"H TRISTARVET STAINLESS STEEL WORKING TABLE TRISTARVET - KENNEL PREP AREA TABLE WITH SINK LAKESIDE MEDICATION STORAGE CABINET, FOUR SHELVES - 30" H x 24" L x 8" W OR EQUIVALENT ULINE SHARPS CONTAINER - 5 QUART OR EQUIVALENT. MUCT BE APPROVED BY OWNER GALAXY CF30HC COMMERCIAL CHEST FREEZER - 30 CU. FT. MUST BE CONFIRMED WITH OWNER BEFORE PURCHASING AND INSTALLATION REFER TO SPECIFICATION AND DRAWINGS FOR TYPE AND CONFIGURATIONS OWNER BEFORE PURCHASING AND INSTALLATION REFER ATTACHED SPECIFICATION OWNER BEFORE PURCHASING AND INSTALLATION ULINE - WALL-MOUNT WIRE SHELVING - 48 x 18 x 14" ULINE - CHROME WIRE SHELVING UNIT 72"x24"x72" OR EQUIVALENT - (800) 285 5510 TITAM CAGE - REFER ATTACHED SPECIFICATIONS TRISTARVET - TO BE CONFIRMED BY OWNER EQUIPMENT LIST KEY NOTES 2 THIS DOCUMENT IS RELEASED FOR INTERIM REVIEW UNDER THE AUTHORITY OF NOT FOR REGULATORY APPROVAL, BIDDING, PERMIT, INTERIM REVIEW PAUL BONNETTE NO. 1637212637PAULD.BONN E TTEA T TS XETEFO SAREGISTE R E D ARC HI TECT3/9/202211/29/2023 11/29/2023 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 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 P9.3 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 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt11/15/2023 3:37:32 PMP2.11 LEVEL 1 PLUMBING 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▯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 PENTAIR RAINBOW 320 CHORINE/BROMINE SANITIZER TRENCH DRAIN FLUSHING SYSTEM. RE: DETAIL 20/P6.01. 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 1 11/16/2023 ADDENDUM #2 2 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 FCOP2.8 P2.8 FCO6"AWL6"AWL 6"AWL 6"AWL 6"AWL6"AWL I.E. = 3.81' B.F.F. 4"AWL 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 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 3/4"CW P9.3 3/4"CWPROVIDE INSULATION FOR DOMESTIC WATER PIPE IN KENNEL AREA PER SPECIFICATIONS. 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 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt11/15/2023 3:37:32 PMP3.02 ENLARGED PLUMBING PLANS 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 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 PENTAIR RAINBOW 320 CHORINE/BROMINE SANITIZER TRENCH DRAIN FLUSHING SYSTEM. RE: DETAIL 20/P6.01. 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 1 11/16/2023 ADDENDUM #2 2 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 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt11/15/2023 3:37:33 PMP5.01 PLUMBING SCHEDULES 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 2 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT 1 11/16/2023 ADDENDUM #211/29/2023 INSIDE DIAMETER AND BE TRAFFIC DUTY. OF MONOLITHIC CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL AND BAFFLE WITH SECTIONAL RISER TO REQUIRED DEPTH GROSS EMPTY WEIGHT OF IRON CONFORMING TO ASTM A48-76 CLASS 30. MANHOLE SHALL HAVE 24" CONCRETE: CLASS I/II CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS REINFORCEMENT: GRADE 60 REINFORCED WITH STEEL REBAR CONFORMING TO ASTM A615 ON C.I. CASTINGS: MANHOLE FRAMES, COVERS, OR GATES ARE MANUFACTURED OF GREY CAST REQUIRED CENTERS OR EQUAL. STRUCTURAL DESIGN SI BASED ON AASHTO APPROXIMATELY INDICATED. SPECIFICATIONS: H520 LOADING. 12" ELEVATION MONOLITHIC BAFFLE FL1 LIQUID SURFACE 4" SLEEVE OUTLET FL2 H 2" VENT 4" SLEEVE INLET 5'-9"1,500STSC-1500 9'-2" 5'-8"7'-0" 5'-6"150 16,050 NO. USGaI GPM WT (LBS) L MODEL CAPACITY FLOW RATE EMPTY LENGTH SOLIDS INTERCEPTOR SCHEDULE WIDTH W H HEIGHT FL1 INLET FL2 OUTLET COVER. (TYPICAL OF 2) CAST IRON FRAME AND CL W OUTLET 4" PVC DOUBLETEE MANIFOLD INLET PLAN VIEW 4" VENT 5"2/3 CAP1/3 CAP5" "SERVICE ALERT PANEL" NOTIFIES OF CLOGGED FILTER W/AUDIBLE & VISUAL ALARM (120V/5 AMP) CONCRETE EXTENSION RINGS AS REQUIRED GRADE 4" PVC DOUBLE TEE MANIFOLD REMOVABLE SS FILTER SCREEN 1/4" HOLES ON 5/16" CENTERS FILTER MAINTENANCE PROBE 3" L TAPERED WALL FLOW FLOW 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 DDDTHERMOMETER BRACKET MOUNTED 2" GALV. ANGLE IRON 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 42"MAX. 24"MIN. PTP-95 3/4" 3/4" WATTS 007 BACKFLOW PREVENTORSHUT OFF VALVE CONTROLLING DISCHARGE TO MAIN SANITARY DEEP SEAL P-TRAP DRAINS RE: SCHEDULE SHUT OFF VALVE (TYP.) FROM CW MAIN CHLORINE/BROMINE FEEDER: RAINBOW 320 BY PENTAIR. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. USE ALL PVC PIPING AFTER BACKFLOW PREVENTOR *TYPICAL FOR KENNELS. ON QUARANTINE AREA CONNECT TO ONE TRENCH DRAIN ONLY. SEE PLAN. TRENCH DRAINS RE: SCHEDULE 3/4" INLET FOR WATER FLUSH TO MAIN 4" SEWER N.C. 3/4" PVC BALL VALVE USE ALL PVC PIPING AFTER BACKFLOW PREVENTOR CHLORINE/BROMINE FEEDER F.F. ISOMETRIC VIEWSECTION VIEW 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 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt11/15/2023 3:37:33 PMP6.01 PLUMBING 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 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) NOT TO SCALE20TRENCH DRAIN FLUSHING SYSTEM 2 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT 1 11/16/2023 ADDENDUM #2 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 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 A A M M Q Q B B K K N N P P I I 5 5 F FEE C C 17 17 2 2 J J G G 3 3 4 4 7 7 8 8 9 9 1 1 16 16 D D L L O O H H 11 11 13 13 6 6 G.5 G.5 14 14 15 15 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 1 1 1 80" 1 LA-19 IRRIGATION CONTROLLER, FIELD VERIFY EXACT LOCATION.2 TV TV 2 2 E4.15 2 E4.16 E4.16 2 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 SSAutodesk Docs://230107.000 - City of Arthur - Animal Shelter/230107 - CoA Animal Shelter - MEP22.rvt11/16/2023 9:33:14 AMEP2.11 POWER 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▯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. E4.15 INSTALL QUADRUPLEX RECEPTACLE INSIDE AV ENCLOSURE. COORDINATE THE ELEVATION WITH AV SYSTEM INSTALLER AND ARCHITECT PRIOR TO ROUGH IN. E4.16 INSTALL QUADRUPLEX RECEPTACLE INSIDE TV IN WALL BACKBOX. COORDINATE THE ELEVATION WITH AV SYSTEM INSTALLER AND ARCHITECT PRIOR TO ROUGH IN. 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 1 11/10/2023 ADDENDUM #1 2 11/16/2023 ADDENDUM #2 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.rvt11/15/2023 10:05:48 AME5.02 PANEL SCHEDULES 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 Total Load (Diversified): 10413 VA VA = 13 A Total Connected Load: 8330 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 8330 VA 125.00% 10413 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 3382 VA L LIGHTING 12 20 A 5 6 20 A 8 EXTERIOR FLAG POLE... L 162 VA 1839 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): 112033 VA VA = 311 A Total Connected Load: 126319 VA VA = 351 A Location of Panel: MECHANICAL/ ELECTRICAL 132 (M)Misc. 80353 VA 100.00% 80353 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 34200 VA 64.62% 22100 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 8286453 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 1080 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 900 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 200 VA M IRRIGATION CONTROLLER 12 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): 83587 VA VA = 232 A Total Connected Load: 86453 VA VA = 240 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 11260 VA 94.40% 10630 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 1260 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 2 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT 1 11/16/2023 ADDENDUM #2 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 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 M M Q Q K K N N P P 12 12 I I 5 5 F FEE C C 17 17 2 2 J J G G 3 3 4 4 7 7 8 8 9 9 1 1 16 16 D D L L O O H H 11 11 13 13 6 6 G.5 G.5 14 14 15 15 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 D2 +80" 1 AV-C AV-C 1 1 TYPE-B 2 TYPE-A 2 TYPE-A 2 TYPE-A TYPE-A 2 TYPE-A 2 WM +11' TYPE-A TYPE-A 2 2 TYPE-A 2 TYPE-A TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A TYPE-A 2TYPE-A 2 TYPE-A 2 TYPE-A2 TYPE-A TYPE-A TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-C TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE-A 2 TYPE A WM +11' 2 2 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: O O 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.rvt11/16/2023 9:39:30 AMT2.11 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 HDMI TRANSMITTER WALL PLATE. PROVIDE EXTRON SHIELDED TWISTED PAIR CABLE TO EXTRON 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 1 №. DATE DESCRIPTION 10/27/2023 100% CD SET - BIDDING & PERMIT 1 11/10/2023 ADDENDUM #1 2 11/16/2023 ADDENDUM #2 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.rvt11/16/2023 10:16:07 AMT6.04 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 №. DATE DESCRIPTION HID ELECTRIC TRANSFER HINGE (BY DIV 8) CARD READER - MULLION MOUNTED 22AWG/2C MIER BW104 ENCLOSURE TO LOCAL POWER SUPPLY (POWER SUPPLY BY DIV 8) 3/4" CONDUIT (CONNECT TO TOP OF MULLION HEADER) ELECTRIFIED PANIC BAR/EXIT DEVICE (BY DIV 8) 3/4" CONDUIT (CONNECT TO TOP OF MULLION HEADER) 1/2" CONDUIT FINISHED FLOOR FINISHED FLOOR 18AWG/4C 22AWG/4C 22AWG/3PR OAS PANIC BAR/EXIT DEVICE, NON-ELECTRIFIED (BY DIV 8) 18AWG/4C 22AWG/4C 22AWG/3PR OAS CARD READER - MULLION MOUNTED 22AWG/2C DOOR POSITION SENSOR DOOR POSITION SENSOR ACCESS CONTROL - STORE FRONT DOUBLE DOOR 44" AFF HID MIER BW104 ENCLOSURE (MOUNT ABOVE CEILING) 22AWG/2C 22AWG/3PR OAS 18AWG/4C 22AWG/4C ELECTRIC TRANSFER HINGE (BY DIV 8) ELECTRIFIED PANIC BAR/EXIT DEVICE (BY DIV 8) CARD READER - MULLION MOUNTED DOOR POSITION SENSOR 3/4" CONDUIT (CONNECT TO TOP OF MULLION HEADER) 3/4" CONDUIT (CONNECT TO TOP OF MULLION HEADER) CARD READER - MULLION MOUNTED DOOR POSITION SENSOR 22AWG/2C 22AWG/3PR OAS TO LOCAL POWER SUPPLY (POWER SUPPLY BY DIV 8) 1/2" CONDUIT FINISHED FLOORFINISHED FLOOR +42" AFF ACCESS CONTROL - STORE FRONT SINGLE DOOR MULLION OR WALL MOUNTED CARD READER SINGLE GANG BACK BOX FOR WALL MOUNTED INSTALLATIONS MULLION OR WALL MOUNTED CARD READER SINGLE GANG BACK BOX FOR WALL MOUNTED INSTALLATIONS HID HIDHIDHID FINISH FLOOR ELECTRIFIED EXIT DEVICE SINGLE DOOR ELEVATION DOUBLE DOOR ELEVATION DOOR CONTACT 1/2" CONDUIT 1/2" CONDUIT 3/4" CONDUIT ELECTRIFIED EXIT DEVICE 3/4" CONDUIT TRANSFER HINGE CEILING1/2" CONDUIT 1/2" CONDUIT 1/2" CONDUIT DOOR CONTACT DOOR CONTACT MIER #BW104 JUNCTION BOX 1" CONDUIT STUBBING UP TO MAIN CABLE PATH HEIGHT MIER #BW104 JUNCTION BOX 1" CONDUIT STUBBING UP TO MAIN CABLE PATH HEIGHT TRANSFER HINGE 1/2" CONDUIT FINISH FLOOR SINGLE DOOR ELEVATION DOUBLE DOOR ELEVATION MORTISE LOCKSET MULLION OR WALL MOUNTED CARD READER SINGLE GANG BACK BOX FOR WALL MOUNTED INSTALLATIONS MULLION OR WALL MOUNTED CARD READER SINGLE GANG BACK BOX FOR WALL MOUNTED INSTALLATIONS MORTISE LOCKSET HID HIDHIDHID 3/4" CONDUIT 3/4" CONDUIT (IF READER IS WALL MOUNTED) 18/2 COND. - LOCK POWER 22/6 COND. - READER (IF MULLION READER)22/6 COND. - READER (IF MULLION READER) 1/2" CONDUIT MIER #BW104 JUNCTION BOX 1" CONDUIT STUBBING UP TO MAIN CABLE PATH HEIGHT DOOR CONTACT 1/2" CONDUIT TRANSFER HINGE 1/2" CONDUIT 1/2" CONDUIT DOOR CONTACT DOOR CONTACT CEILING 1/2" CONDUIT TRANSFER HINGE MIER #BW104 JUNCTION BOX 1" CONDUIT STUBBING UP TO MAIN CABLE PATH HEIGHT NOT TO SCALE1ACCESS CONTROL - STORE FRONT DOUBLE DOOR NOT TO SCALE2ACCESS CONTROL - STORE FRONT SINGLE DOOR NOT TO SCALE3ACCESS CONTROL - EXIT DEVICE DOOR ELEVATION NOT TO SCALE4ACCESS CONTROL - MORTISE LOCK DOOR ELEVATION City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 1 PGAL Project No. 1005964.00 DOCUMENT 00 00 03 - TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACT REQUIREMENTS 00 01 01 TITLE PAGE 00 01 03 TABLE OF CONTENTS 00 01 04 DRAWINGS INDEX 00 01 07 SEALS PAGE 00 01 08 BIDDING DOCUMENTS INVITATION TO BID CONSTRUCTION OF ANIMAL SHELTER TABLE OF CONTENTS SECTION A - CONSTRUCTION CONTRACT AGREEMENT SECTION B - ADVERTISEMENT FOR BIDS SECTION C - INFORMATION TO BIDDERS SECTION D - BID SECTION E - BID BOND SECTION F - GENERAL CONDITIONS SECTION G - TECHNICAL SPECIFICATIONS SECTION H - PAYMENT BOND SECTION I - PERFORMANCE BOND SECTION J - NOTICE OF AWARD SECTION K - NOTICE TO PROCEED SECTION L - INSURANCE SECTION M - QUALIFICATION STATEMENT SECTION N - NON-COLLUSION AFFIDAVIT SECTION O - AFFIDAVIT SECTION P - CONFLICT OF INTEREST SECTION Q - SB 252 CHAPTER 2252 CERTIFICATION SECTION R - HOUSE BILL 89 VERIFICATION SECTION G - TECHNICAL SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 SUMMARY OF WORK 01 25 00 SUBSTITUTION PROCEDURES 01 26 00 CONTRACT MODIFICATION PROCEDURES 01 29 00 PAYMENT PROCEDURES 01 31 00 PROJECT MANAGEMENT AND COORDINATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION 01 33 00 SUBMITTAL PROCEDURES 01 35 00 PGAL CAD FILE TRANSFER POLICY - ARCHITECTURE 01 40 00 QUALITY REQUIREMENTS 01 42 00 REFERENCES 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION 01 56 61 TRENCH SAFETY SYSTEM 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL 01 60 00 PRODUCT REQUIREMENTS City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 2 PGAL Project No. 1005964.00 01 73 00 EXECUTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 77 00 CLOSEOUT PROCEDURES 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 39 PROJECT RECORD DOCUMENTS 01 79 00 DEMONSTRATION AND TRAINING DIVISION 02 - EXISTING CONDITIONS 02 20 00 GEOTECHNICAL INVESTIGATION (Including 28 page report) DIVISION 03 - CONCRETE 03 05 80 UNDER-SLAB VAPOR BARRIER/RETARDER 03 10 00 CONCRETE FORMING AND ACCESSORIES 03 20 00 CONCRETE REINFORCEMENT 03 30 00 CAST IN PLACE CONCRETE 03 36 60 COLORED CONCRETE DIVISION 04 - MASONRY 04 20 00 CONCRETE UNIT MASONRY 04 72 00 CAST STONE MASONRY DIVISION 05 - METALS 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 51 33 METAL LADDERS 05 52 13 PIPE AND TUBE RAILINGS DIVISION 06 - WOOD AND PLASTICS 06 10 53 MISCELLANEOUS ROUGH CARPENTRY 06 40 23 INTERIOR ARCHITECTURAL WOODWORK 06 41 16 PLASTIC-LAMINATE-FACED CABINETS 06 64 00 FIBERGLASS REINFORCED PLASTIC PANELING DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 19 00 WATER REPELLANTS 07 21 00 THERMAL INSULATION 07 21 19 FOAMED IN-PLACE INSULATION 07 41 13.16 STANDING SEAM METAL ROOF PANEL 07 42 13.19 INSULATED METAL WALL PANELS 07 42 13 METAL WALL PANELS 07 46 00 ALUMINUM SIDING AND SOFFITS 07 62 00 SHEET METAL FLASHING AND TRIM 07 62 10 FLEXIBLE FLASHING 07 71 00 ROOF SPECIALTIES 07 72 00 ROOF ACCESSORIES City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 3 PGAL Project No. 1005964.00 07 84 13 PENETRATION FIRESTOPPING 07 92 00 JOINT SEALANTS 07 92 19 ACOUSTICAL JOINT SEALANTS DIVISION 08 - DOORS AND WINDOWS 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 14 16 FLUSH WOOD DOORS 08 16 29 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES 08 21 16 ALUMINUM FRAMES 08 31 13 ACCESS DOORS AND FRAMES 08 33 10 OVERHEAD COILING DOOR 08 41 13 IMPACT-RESISTANT ALUMINUM ENTRANCES AND STOREFRONTS 08 51 00 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 71 00 DOOR HARDWARE 08 80 00 GLAZING 08 91 19 FIXED LOUVERS DIVISION 09 - FINISHES 09 22 16 NON-STRUCTURAL METAL FRAMING 09 24 00 CEMENT PLASTERING 09 29 00 GYPSUM BOARD 09 30 00 TILING 09 51 13 ACOUSTICAL PANEL CEILINGS 09 61 16 CONCRETE FLOOR SEALING 09 65 00 RESILIENT BASE 09 65 10 POLYPROPYLENE MINERAL COMPOSITE CORE FLOORING 09 67 23 EPOXY FLOORING 09 84 36 SOUND-ABSORBING CEILING UNITS 09 84 40 ACOUSTICAL METAL WALL PANELS 09 91 13 EXTERIOR PAINTING 09 91 23 INTERIOR PAINTING 09 96 00 HIGH PERFORMANCE COATING DIVISION 10 - SPECIALTIES 10 11 00 VISUAL DISPLAY UNITS 10 14 16 PLAQUES 10 14 19 DIMENSIONAL LETTER SIGNAGE 10 14 23 PANEL SIGNAGE 10 21 13.17 PHENOLIC CORE TOILET COMPARTMENTS 10 22 39 FOLDING PANEL PARTITIONS 10 26 00 WALL AND DOOR PROTECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 44 13 FIRE PROTECTION CABINETS 10 44 16 FIRE EXTINGUISHERS 10 51 13 METAL LOCKERS City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 4 PGAL Project No. 1005964.00 DIVISION 11 - EQUIPMENT 11 20 00 ANIMAL CARE EQUIPMENT 11 23 00 COMMERCIAL LAUNDRY AND CLEANING EQUIPMENT 11 30 13 RESIDENTIAL APPLIANCES 11 45 00 PROVISIONS FOR OWNER FURNISHED EQUIPMENT 11 52 24 FLAT SCREEN TV MOUNTS DIVISION 12 - FURNISHINGS 12 21 13 HORIZONTAL LOUVER BLINDS 12 24 13 ROLLING WINDOW SHADES DIVISION 13 - SPECIAL CONSTRUCTION 13 34 19 METAL BUILDING SYSTEMS DIVISIONS 14 AND 21 NOT USED DIVISION 22 - PLUMBING 22 02 00 BASIC MATERIALS AND METHODS FOR PLUMBING 22 02 01 COORDINATION DRAWINGS 22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 22 05 29 HANGERS AND SUPPORT FOR PLUMBING PIPING AND EQUIPMENT 22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING 22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 07 16 PLUMBING EQUIPMENT INSULATION 22 07 19 PLUMBING PIPING INSULATION 22 08 00 COMMISSIONING OF PLUMBING SYSTEMS 22 10 00 PLUMBING PIPING 22 11 19 PLUMBING SPECIALTIES 22 30 00 PLUMBING EQUIPMENT 22 40 00 PLUMBING FIXTURES DIVISION 23 - MECHANICAL 23 02 00 BASIC MATERIALS AND METHODS FOR HVAC 23 02 01 COORDINATION DRAWINGS 23 05 26 VARIABLE FREQUENCY MOTOR SPEED CONTROL FOR HVAC EQUIPMENT 23 05 29 HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT - HVAC 23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 23 05 93 TESTING, ADJUSTING, AND BALANCING 23 07 13 DUCT INSULATION 23 07 16 HVAC EQUIPMENT INSULATION 23 08 00 COMMISSIONING OF HVAC SYSTEMS 23 09 63 ENERGY MANAGEMENT AND CONTROL SYSTEM (EMCS) 23 23 00 REFRIGERANT PIPING City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 5 PGAL Project No. 1005964.00 23 31 13 METAL DUCTWORK 23 33 00 DUCTWORK ACCESSORIES 23 34 00 HVAC FANS 23 34 39 HIGH-VOLUME, LOW-SPEED PROPELLER FANS 23 37 13 AIR DISTRIBUTION DEVICES 23 41 00 AIR FILTERS 23 72 13 ENERGY RECOVERY VENTILATOR - HEAT WHEEL 23 81 26 SPLIT SYSTEM AIR-CONDITIONERS 23 82 19 FAN COIL UNIT 23 82 39 ELECTRIC UNIT HEATERS DIVISION 26 - ELECTRICAL 26 02 00 BASIC MATERIALS AND METHODS FOR ELECTRICAL 26 02 01 COORDINATION DRAWINGS 26 05 19 WIRE, CABLE AND RELATED MATERIALS 26 05 26 GROUNDING 26 05 33 RACEWAYS 26 05 73 SHORT CIRCUIT COORDINATION STUDY ARC FLASH HAZARD ANALYSIS 26 06 34 LOW VOLTAGE RACEWAY SYSTEM 26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS 26 22 22 LOW VOLTAGE HARMONIC MITIGATING DISTRIBUTION TRANSFORMERS 26 24 13 SWITCHBOARDS 26 24 16 PANELBOARDS 26 27 26 WIRING DEVICES 26 28 13 FUSES 26 28 16 SAFETY AND DISCONNECT SWITCHES 26 29 01 MOTORS AND STARTERS 26 29 26 MISCELLANEOUS ELECTRICAL CONTROLS AND WIRING 26 32 13.23 NATURAL GAS ENGINE-DRIVEN STANDBY GENERATING SYSTEM (350 KW) 26 41 13.13 LIGHTNING PROTECTION SYSTEM 26 43 13 SURGE PROTECTIVE DEVICE (SPD) - SERVICE ENTRANCE 26 43 13.13 SURGE PROTECTIVE DEVICES (SPD) - STANDARD INTERRUPTING 26 51 19 LIGHTING FIXTURES - LIGHT EMITTING DIODE (LED) DIVISION 27 - COMMUNICATIONS 27 02 00 BASIC MATERIALS AND METHODS FOR COMMUNICATIONS SYSTEMS 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS 27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATIONS SYSTEMS 27 11 00 COMMUNICATIONS ROOM FITTINGS 27 13 00 COMMUNICATIONS BACKBONE CABLING 27 15 00 COMMUNICATIONS HORIZONTAL CABLING 27 51 29 EMERGENCY RADIO COMMUNICATION ENHANCEMENT SYSTEM DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 28 02 00 BASIC MATERIALS AND METHODS FOR SAFETY AND SECURITY SYSTEMS 28 05 00 BASIC MATERIALS AND METHODS FOR FIRE ALARM 28 10 00 ACCESS CONTROL SYSTEM City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 TABLE OF CONTENTS 00 00 03 - 6 PGAL Project No. 1005964.00 28 31 00 INTRUSION DETECTION SYSTEM 28 46 00 FIRE ALARM SYSTEM WITH ELECTRONIC AUDIO AND VISUAL DEVICES DIVISION 31 - EARTHWORK 31 00 00 EARTHWORK UNDER BUILDING PAD 31 10 00 SITE CLEARING 31 20 00 EARTH MOVING 31 31 16 TERMITE CONTROL 31 50 00 EXCAVATION SUPPORT AND PROTECTION 31 63 29 DRILLED CONCRETE PIERS AND SHAFTS DIVISION 32 - EXTERIOR IMPROVEMENTS 32 01 90 LANDSCAPE MAINTENANCE 32 13 13 CONCRETE PAVING 32 17 13 PARKING BUMPERS 32 17 23 PAVEMENT MARKINGS 32 31 00 WELDED WIRE STEEL FENCING 32 31 13 CHAIN LINK FENCES AND GATES 32 31 20 VEHICULAR CANTILEVERED SLIDE GATES 32 31 50 PRE-CAST CONCRETE FENCE 32 80 00 IRRIGATION 32 91 00 LANDSCAPE SITE PREPARATION 32 91 19 LANDSCAPE GRADING AND DRAINAGE 32 91 50 TOPSOIL 32 91 60 GENERAL USE COMPOST 32 92 00 TURFS AND GRASSES 32 91 50 PLANTING 32 94 00 PLANTING MIX 32 95 00 TREE PRESERVATION DIVISION 33 - UTILITIES 33 41 00 STORM UTILITY DRAINAGE PIPING END OF TABLE OF CONTENTS City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 ALLOWANCES 01 21 00 - 1 PGAL Project No. 1005964.00 SECTION 01 21 00 - ALLOWANCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements governing allowances. B. Types of allowances include the following, as noted herein and applicable to the Project: 1. Lump-sum allowances. 2. Unit-cost allowances. 3. Quantity allowances. 4. Contingency allowances. 5. Testing and inspecting allowances. C. Related Requirements: 1. All sections of work affecting or affected by work of this Section and to which products are attached or installed. 1.3 DEFINITIONS A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order. 1.4 SELECTION AND PURCHASE A. At the earliest practical date after award of the Contract, inform Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work. C. Purchase products and systems selected by Architect from the designated supplier. 1.5 SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. B. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 ALLOWANCES 01 21 00 - 2 PGAL Project No. 1005964.00 C. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. D. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. 1.6 LUMP-SUM ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, as applicable, freight, and delivery to Project site. B. Unless otherwise indicated, Contractor’s costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit will not be included in Change Orders Authorizing expenditure of funds from the cash allowance. C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted. 1. If requested by Architect, retain, and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed. 1.8 UNIT-COST ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, as applicable, freight, and delivery to Project site. B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance. C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted. 1. If requested by Architect, retain, and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed. 1.9 QUANTITY ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, as applicable, freight, and delivery to Project site. B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 ALLOWANCES 01 21 00 - 3 PGAL Project No. 1005964.00 C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted. 1. If requested by Architect, retain, and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed. 1.10 CONTINGENCY ALLOWANCES A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance. B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are not included in the allowance and are part of the Contract Sum. These costs include delivery, installation, taxes, as applicable, freight, and delivery to Project site. C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit. D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. 1.11 TESTING AND INSPECTING ALLOWANCES A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results. B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum. C. Costs of testing and inspection services not specifically required by the Contract Documents are Contractor responsibilities and are not included in the allowance. D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order. 1.12 ADJUSTMENT OF ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, required maintenance materials, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare an explanation and documentation to substantiate distribution of overhead costs and other markups. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 ALLOWANCES 01 21 00 - 4 PGAL Project No. 1005964.00 3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. B. Submit claims for increased costs due to a change in the scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit. 1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. 3.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work. 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Access Control Allowance 1. The Contractor shall include the sum of $100,000.00 for the access control allowance on the Project. a. Include the amount in the space provided in Contractor's Bid Form. B. Allowance No. 2: - Front Building Graphic Allowance 1. The Contractor shall include the sum of $12,000.00 for the front building graphic allowance on the Project. a. Include the amount in the space provided in Contractor's Bid Form. END OF SECTION City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 1 PGAL Project No. 1005964.00 SECTION 01 45 23 - TESTING AND INSPECTING SERVICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Requirements and qualifications including but not limited to: 1. Professional testing and laboratory services. 2. Accessories necessary for the completion of testing and laboratory services. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality assurance and quality control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality assurance and quality control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality assurance and quality control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions. 4. Specific test and inspection requirements are not specified in this Section. C. A qualified independent testing laboratory and/or geotechnical engineering service selected and paid by Owner. 1. The Owner will pay for the initial laboratory services of materials that comply with the requirements of the Contract Documents. The Contractor shall pay for testing and retesting of materials that do not comply with the requirements of the Contract Documents. D. Inspecting agency shall perform inspections and tests in accordance with the rules and regulations of the building code, local authorities, Specifications of ASTM, and the Contract Documents. E. Materials and workmanship found not in compliance with required standards or performance obligations shall be removed and replaced. Replacement and subsequent testing shall be at Contractor’s expense. F. Where terms “Inspector” and “Laboratory” are used, it is meant and in reference to an officially designated and accredited inspector of the testing laboratory or geotechnical service engaged by Owner. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 2 PGAL Project No. 1005964.00 G. Laboratory inspections shall not relieve the Contractor or Fabricator of his responsibility to furnish materials and workmanship in accordance with the Contract Documents. H. Contractor or Fabricator shall cooperate with the testing laboratory in matters pertaining to the Work. I. Contractor to address deficiency and failed reports. 1.3 QUALITY ASSURANCE A. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, documented according to ASTM E 329 and ASTM E534; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. 3. Testing agencies shall be insured against errors and omissions by a professional liability insurance policy having a minimum limit of liability of $500,000.00. B. Inspection and testing services the of testing agency shall be under the direction of a Registered Engineer licensed in the State of Texas, charged with engineering managerial responsibility, and having a minimum of five (5) years engineering experience in inspection and testing of construction materials. C. Concrete Inspectors: Inspecting personnel monitoring concrete Work shall be ACI certified inspectors. D. Structural Steel: Primary inspectors performing structural steel inspection shall be currently certified AWS Certified Welding Inspectors (CWI), in accordance with the provisions of AWS QCI, Standard and Guide for Qualification and Certification of Welding Inspectors. 1. Inspector may be supported by assistant inspectors who perform specific inspection functions under the direct supervision of the Primary Inspector. Assistant inspectors shall be currently certified AWS Certified Associate Welding Inspectors (CAWI). Work of assistant inspectors shall be monitored daily by the inspector. E. Testing Equipment: Equipment shall be calibrated at intervals not exceeding 12 months by devices of accuracy traceable to the National Bureau of Standards. F. Referenced Standards: Latest adopted edition of standards referenced apply to the Work. In the event of conflict between the Contract Documents and referenced standards, the Contract Documents shall govern. In case of conflict between Contract Documents and the Building Code, the more stringent shall govern. 1.4 QUALITY CONTROL A. Owner Responsibilities: Where quality control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform the services. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 3 PGAL Project No. 1005964.00 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by Work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality control activities required to verify that the Work complies with requirements, whether specified or not. 1. Refer to the individual specification sections for specific requirements. 2. Unless otherwise indicated, provide quality control services specified and those required by authorities having jurisdiction. Perform quality control services required of Contractor by authorities having jurisdiction, whether specified or not. 3. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform the quality control services. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 4. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 5. Where quality control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality control service. 6. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 7. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. 8. Associated Responsibilities and Services: Cooperate with agencies performing required tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: a. Provide access to the Work. b. Deliver of samples to testing laboratory, without cost to Owner, in adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. c. Advise laboratory and Architect sufficiently in advance of construction operations to allow laboratory to complete required inspections or tests and to assign personnel for field inspection and testing as specified. d. Provide facilities for storage and curing of concrete test samples on site for the first 24 hours and for subsequent field curing required by ASTM C31. e. Incidental labor, facilities, and equipment necessary to assist laboratory personnel in obtaining and handling samples at the site. f. Preliminary design mix proposed for use for material mixes that require control by testing agency. g. Provide concrete mix designs in accordance with ACI 301 Section 3.9 made by an independent testing laboratory or qualified concrete supplier. Where mix designs by an independent testing laboratory are required, select and pay for laboratory. h. Obtain required inspections or approvals of the building official. Inspection requests and notifications required by building code are responsibility of the Contractor. i. Provide current welder certificates for each welder employed. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 4 PGAL Project No. 1005964.00 j. Provide fabrication and erection inspection and testing of welds in accordance with AWS D1.1, Chapter 6. 1) Use prequalification of welding procedures in executing the Work. k. Security and protection for samples and for testing and inspecting equipment at Project site. 9. Retesting/Reinspecting: Regardless of payment responsibility of the original tests or inspections, provide quality control services, including retesting and reinspecting, for construction that replaced Work failing to comply with the Contract Documents or Code requirements. C. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected Work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. D. Coordination: Coordinate sequence of activities to accommodate required quality assurance and quality control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 1.5 AUTHORITY AND DUTIES OF LABORATORY PERSONNEL A. A representative of the testing laboratory, who has reviewed and is familiar with the project and specifications, shall participate in preconstruction conferences. The representative shall coordinate material testing and inspection requirements with the Contractor and its subcontractors consistent with the planned construction schedule. The laboratory representative shall attend conferences required or requested to address quality control issues. B. Laboratory personnel shall inspect and test materials, assemblies, specimens, and Work performed, including design mixes, methods and techniques and report the progress to the Architect. C. If material or Work fails to meet requirements of Contract Documents, laboratory inspector shall notify the Construction Manager, Architect, Engineers, supplier or subcontractor providing or preparing the materials or Work being tested of such failure. D. Laboratory personnel shall not perform the Work of the Contractor or act as foremen or superintendents. Work will be inspected as it progresses, but failure to detect defective Work or materials shall not prevent later rejection when a defect is discovered. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 5 PGAL Project No. 1005964.00 E. Laboratory personnel are not authorized to revoke, alter, relax, enlarge, or release the requirements of the Contract Documents or approve or accept portions of Work, except where approval is specifically specified in the Specifications. F. Comply with building code requirements for Special Inspections. 1.6 SUBMITTALS A. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspection. 4. Identification of applicable standards. 5. Identification of test and inspection methods. 6. Number of tests and inspections required. 7. Time schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality control service. C. Test and Inspection Reports: Prepare and submit certified written reports specified. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Submit copies of reports of each inspection and test: 1. Owner, Program or Project Manager, Architect, and each Engineer or outside consultants regarding their particular phase of the project: One copy each. 2. Construction Manager and Contractor: Two copies each. E. In addition to furnishing a written report, notify Construction Manager and Contractor verbally of uncorrected conditions or failures to comply with requirements of the Contract Documents, and immediately fax and email corresponding report to the Architect and Engineer. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 6 PGAL Project No. 1005964.00 F. At completion of each trade or branch of Work requiring inspecting and testing, submit a final certificate attesting to satisfactory completion of Work and full compliance with requirements of Contract Documents. G. Submit copies of test results sealed by a Registered Engineer to municipal authorities having jurisdiction, as required. 1.7 TESTING LABORATORY GUIDELINES AND PROCEDURES A. Technicians scheduled to perform specific testing services must be qualified to review and perform other services that overlap, i.e. earthwork, foundation inspections, rebar inspection, and concrete when scheduled concurrently at the site. B. Technician time for services performed will be reimbursed at a regular time rate. Compensation at the overtime rate will be considered for hours over eight hours spent at the site on a single day, field testing services performed on a Saturday or Sunday, and field services performed on a recognized holiday. C. There shall be a three hour minimum for each scheduled testing service. Vehicle charges will be included on a $25.00 per trip basis. D. Cylinder pick up will be controlled by the technician performing test on a scheduled pick up day. If there are no testing services scheduled, the cylinder pick up fee is $40.00 on week days and $50.00 on weekends and holidays with no technician or vehicle charge. E. The Contractor shall bear the responsibility of scheduling the testing services. The Contractor and the testing laboratory shall assume full responsibility to coordinate the testing services. Cancellations or failed test shall be reimbursable to the Owner by the responsible party for the cancellations or failure of a test or service. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. 5. Deficiency log. B. Maintain log at site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 7 PGAL Project No. 1005964.00 3.2 TESTING AND INSPECTION SERVICES A. Testing services shall include, but not be limited to those specified below or which are necessary or required during course of construction to ascertain specification compliance and which may be deemed necessary by Architect, Engineer, or Owner to ensure the quality of the Work. B. The Owner reserves the right to add to or delete any or all inspection and testing specified, excluding testing required by the applicable building codes. C. If conflicts arise between Drawings and Specifications, notify Architect immediately. The most stringent requirements shall dictate procedure. 3.3 TESTING OF EARTHWORK A. Testing Services (As specified or required): 1. References (As applicable for tests required): a. American Society for Testing and Materials (ASTM) 1) D698, Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3 (600 kN-m/m3) 2) D2922, Standard Test Method for Density of Soil and Soil-Aggregate In Place By Nuclear Methods (Shallow Depth) 3) D4318, Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils b. American Association of State Highway and Transportation Officials (AASHTO) 1) T89, Determining the Liquid Limit of Soils 2) T90, Determining the Plastic Limit and Plasticity Index of Soils 3) T99, Moisture-Density Relations of Soils Using a 2.5 kg (5.5 lb) Rammer and a 305-mm (12-in) Drop 4) T238, Density of Soil and Soil Aggregates In Place By Nuclear Methods (Shallow Depth) 2. Perform sieve analysis to develop grain size distribution curves for materials to be used for subgrade, fill under slab on grade, and backfills. 3. Establish the moisture density relation of soils to be used as fill using the method best suited to the type of fill material. 4. Determine moisture content of all fill materials before placement and advise Contractor when it is or is not suitable to achieve required compaction. 5. Determine Liquid Limit in accordance with ASTM D4318 or AASHTO T89, Plastic Limit in accordance with ASTM D4318, and Plasticity Index in accordance with ASTM D4318 of all fill material, 6. Perform one in place density test for each 4,000 square feet (445 square yards) of existing subgrade material. 7. Perform Moisture-Density curve in accordance with ASTM D698 or AASHTO T99 for one type of fill material. If the original choice of material does not meet the specifications, the Contractor shall pay for additional testing. 8. Perform in place density tests of each lift of compacted fill at locations adequate to evaluate the degree of compaction of all fill areas. Conduct one test for each 4,000 square feet (445 square yards) of each lift of compacted fill. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 8 PGAL Project No. 1005964.00 9. Perform testing at a frequency of one in-place density and moisture test for each 75 lineal feet or less of utility trench, with a minimum of three tests per lift B. Reports: Submit reports with the following information: 1. Type and condition of soil at footing bottoms. 2. Level of water table in the excavated areas. 3. Grain size distribution of fill materials (average of three tests). 4. Moisture density test results. 5. In place density test results with moisture content and relative density of each layer of compacted fill. Include with in place density test results, a plan showing location of each test. 6. Notify Architect by telephone within one hour of the discovery of the following conditions and follow up telephone notification with written report. a. Materials used, or degree of soil compaction not meeting specified requirements. b. Frost and freeze protection requirements for excavation bottoms not being complied with. c. Water in excavations which is not being removed prior to Work being performed in excavation. 3.4 INSPECTION OF PIPED SITE UTILITIES A. Laboratory representative shall observe and report on the following: 1. Proper alignment and grade of trenches. 2. Pipe bedding and supports. 3. Pipe, joints, jointing material, and thrust blocks prior to installation of pipe. 4. Installation of pipe and joints. 5. Testing of piped utilities performed by Contractor. 3.5 PAVING A. Testing Services: Perform field tests for moisture density properties: 1. Provide field testing of the subgrade as specified. 2. Paving Subbase: Provide one field test for every 7,500 square feet of area of crushed limestone or caliche subbase. 3. Lime Treated Subgrade: Provide one field test for every 7,500 square feet of area of lime treated subgrade for content of lime and subgrade compaction. 4. Cement Soil Stabilization: Provide one field test for every 7,500 square feet of area of cement stabilized subgrade for content of cement and subgrade compaction. 3.6 PIER DRILLING OPERATION A. A representative of a qualified geotechnical laboratory shall provide services specified. B. Laboratory representative shall make continuous inspections to determine that proper bearing stratum is obtained and utilized for bearing and that shafts are properly clean and dry before placing concrete. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 9 PGAL Project No. 1005964.00 C. Laboratory shall furnish complete pier log showing the diameter, top and bottom elevations of each pier, casing required or not required, actual penetration into bearing stratum, elevation of top of bearing stratum, volume of concrete used, and deviations from specified tolerances. D. Laboratory representative shall make continuous inspections of drilled pier construction to check the following: 1. Verify soundness of bearing stratum and desired penetration. 2. Verify pier dimensions and reinforcing used. 3. Monitor condition of hole and removal of water and loose material from bottom. 4. Monitor placement of concrete and use of tremie or pumps. 5. Monitor the extraction of casing, if used. E. Request probe holes when deemed necessary to confirm safe bearing capacity. 3.7 CONCRETE REINFORCING STEEL AND EMBEDDED METAL ASSEMBLIES A. Inspect concrete reinforcing steel prior to placing concrete for compliance with Contract Documents and approved shop drawings. Noncompliance with Contract Documents and approved shop drawings shall be immediately brought to the attention of the Contractor for correction and, if left uncorrected, reported to the Architect. B. Laboratory representative shall observe and report on the following: 1. Number and size of bars. 2. Bending and lengths of bars. 3. Splicing. 4. Clearance to forms, including chair heights. 5. Clearance to sides and bottom of trench if soil formed. 6. Clearance between bars or spacing. 7. Rust, form oil, and other contamination. 8. Grade of steel. 9. Securing, tying, and chairing of bars. 10. Excessive congestion of reinforcing steel. 11. Installation of anchor bolts and placement of concrete around such bolts. 12. Fabrication and installation of embedded metal assemblies, including visual inspection of all welds. 13. Visually inspect studs and deformed bar anchors on embedded assemblies for compliance with Contract Documents. Check number, spacing and weld quality. If, after welding, visual inspection reveals that a sound weld or a full 360 degree fillet has not been obtained for a particular stud or bar, such stud or bar shall be struck with a hammer and bent 15 degrees off perpendicular and then bent back into position. Anchors failing this test shall be replaced. C. Provide a qualified, experienced inspector to inspect reinforcing steel. Inspector shall have a minimum of three years experience inspecting reinforcing steel in projects of similar size. 3.8 CONCRETE INSPECTION AND TESTING A. Receive and evaluate proposed concrete mix designs submitted by Contractor. If mix designs comply with Drawings and Specifications, the laboratory shall submit a letter to the Architect City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 10 PGAL Project No. 1005964.00 certifying compliance. Mix designs not complying with Drawings and Specifications shall be returned by the laboratory as being unacceptable. Check the proposed mixes for proportions, water cement ratio and slump in accordance with ACI 613 and 318. B. Comply with ACI 311 Guide For Concrete Inspection and ACI Manual of Concrete Inspection (SP-2). C. Sample and test concrete placed at the site in accordance with ASTM C172. Each sample shall be obtained from a different batch of concrete on a random basis. D. Test concrete: 1. Mold and cure five specimens from each sample. a. For each 50 cubic yards or fraction thereof of structural building concrete; and b. For each 100 cubic yards or fraction thereof of nonstructural concrete and site Work paving and sidewalks. c. Laboratory cure two cylinders in accordance with ASTM C192. d. Field cure remaining cylinders in accordance with ASTM C31. 2. Two specimens shall be tested at seven days for information, two shall be tested at 28 days for acceptance. E. Deviations from the requirements of ASTM Specifications shall be recorded in the test report. Test concrete specimens in accordance with ASTM C39. F. Specimens for pumped concrete shall be taken at the discharge end of pumping equipment. G. Supervise curing and protection provided for test specimens in field, and transportation from the field to laboratory. Test cylinders shall be stored in the field 24 hours and then carefully transported to laboratory and cured in accordance with ASTM C31. H. Make one strength test (four cylinders) of each mix design of concrete placed in any one day. I. Make one slump test for each set of cylinders following procedural requirements of ASTM C143 and ASTM C172. Make additional slump tests whenever consistency of concrete appears to vary. Slump tests corresponding to samples from which strength tests are made shall be reported with strength test results. Other slump tests need not be reported. J. Determine total air content of air entrained normal weight concrete sample for each strength test in accordance with ASTM C231. K. Determine air content and unit weight of lightweight concrete sample for each strength test in accordance with ASTM C173 and ASTM C567. L. Determine temperature of concrete sample for each strength test. M. Inspect each batch of concrete, monitor addition of mixing water to assure uniform consistency from truck to truck. Check mixing form mixers before mix begins to set and within time limits set forth in ASTM C94. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 11 PGAL Project No. 1005964.00 1. Monitor addition of water and high range water reducer to concrete at job site and length of time concrete is allowed to remain in truck during placement. N. Testing agency shall furnish and maintain a competent inspector at the mixing plant at the start of each day’s mixing. Inspector shall examine concrete materials for compliance with Specifications and approved mix design, weighing and measuring devices, proportioning and mixing of materials, water and cement content of each batch, general operation of the plant, and transportation of concrete to jobsite. Inspector shall verify that amount of free surface moisture contained in fine and course aggregate has been properly accounted for in the concrete mixing to achieve required consistency and water cement ratio. O. Testing laboratory shall monitor addition of water to concrete at the jobsite and the length of time concrete is allowed to remain in the truck before placement. Inspector shall compare mixture with criteria on the approved mix design and report any significant deviation to the Architect, Contractor and concrete supplier. Do not permit addition of water which will exceed maximum water/cement ratio for the mix as given on the approved mix design. P. Observe placing of concrete, except nonstructural slabs on grade and site Work. Observe and report on placing method, consolidation, cold joints, length of drop, and displacement of reinforcement. Report deficiencies to Contractor immediately for corrective action. Inspections may be reduced to a periodic basis when all procedures have been deemed satisfactory by the laboratory. Q. Test reports shall include but no be limited to the following information: date of concrete placement, concrete mix identification number or proportion of ingredients, truck ticket number, time test was made, time of batching, location of each placement, slump, unit weight, water content (microwave test) and air content of concrete sampled and date and results of strength test. R. Report promptly to Architect all details of reasons for rejection of any and all quantities of concrete. Give all information concerning locations of the concrete pours, quantities, date of pours, and other pertinent facts concerning concrete represented by the specimens. S. Testing laboratory shall certify each delivery ticket indicating class of concrete delivered (or placed), amount of water added and time at which cement and aggregate were dispensed into the truck, and time at which concrete was discharged from the truck. T. Evaluation and Acceptance: 1. If measured slump, or air content of air entrained concrete, falls outside specified limits, a check test shall be made immediately on another portion of the same sample. In the event of a second failure, concrete shall be considered to have failed to meet the requirements of the specifications, and shall not be used in the structure. 2. Strength level of concrete will be considered satisfactory if the averages of sets of three consecutive strength tests results are equal to, or exceed, specified strength and no individual test result (average of two cylinders) is below specified strength by more than 500 psi. 3. Completed concrete Work will be accepted when requirements of ACI 301 Chapter 18 Specifications for Structural Concrete for Buildings have been met. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 12 PGAL Project No. 1005964.00 U. Concrete Test Reports: Reports shall be made and distributed immediately after respective tests or inspections are made. 1. Where reports indicate deviations from Contract Documents, they shall also include a determination of the probable cause of deviation and where applicable, a recommendation for corrective action. V. Furnish a statistical analysis for each class of concrete placed on the project in accordance with ACI 214 and ACI 318. Information shall be updated and distributed once a month as directed by the Architect. Information shall include, but not be limited to, the following: 1. Strength tests at 7 days of one cylinder. 2. Strength tests at 28 days of two cylinder averages. 3. 28 day moving average strength tests of last three test groups. 4. Standard deviation and coefficient of variation based on 28 day strength tests. 5. Average strength and number of 28 days tests for most recent month. W. Test Footings (Shafts) (Piers) (Caissons): Same diameter and type specified for footings, placed in same manner. Accepted test footings may be used in the Work. X. Noncompliant Test Reports: Fax test reports indicating noncompliance immediately to each party on the test report distribution list. Copies shall be on different colored paper. Y. Inspect application of curing compound and monitor curing conditions to assure compliance with specification requirements. Report curing deficiencies to the Contractor immediately and submit a written report to the Architect. 3.9 TESTING OF NONSHRINK GROUT A. Make one strength test for all plates grouted and for all grout used in joints between members. B. Each test shall consist of four cubes, two tested at 7 days and two at 28 days, made and tested in accordance with ASTM C109, with the exception that grout shall be restrained from expansion by a top plate. 3.10 STRUCTURAL STEEL A. Inspect structural steel during and after erection for compliance with Contract Documents and shop drawings. Review and report on fabricator’s quality control procedures and capabilities. B. Field Inspection: 1. Proper erection of pieces. 2. Proper touch up painting of shop primed structural steel exposed to view or in crawl space. 3. Proper installation of bolts. 4. Plumbness of structure and proper bracing. 5. Proper field painting. 6. Initial inspection of welding process and periodically thereafter as necessary. 7. Visual examination of completed welds. 8. Ultrasonic testing of penetration field welds. 9. Installation of field welded shear studs. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 13 PGAL Project No. 1005964.00 10. Inspect shop fabricated members, upon arrival at the site, for defects incurred during transit and handling. 11. Measure and record camber of beams upon arrival and before erection for compliance with specified camber. Measure lying flat with web horizontal. Return members outside specified camber tolerance to shop for correction. C. Qualifications of Welders: Fabricator and erector shall provide the testing laboratory with names of welders employed on Work, along with certification that each welder has passed qualification tests within the past 12 months, using procedures covered in AWS D1.1 Structural Welding Code - Steel. Verify welder qualifications. D. Inspection of field welding shall include: 1. Visually inspect fillet welds for size, soundness, and proper return around ends. Inspect seams, folds, and delaminations. 2. Visually inspect welds for proper repair of painting. 3. Ultrasonically test penetration welds in accordance with ASTM E164. 4. Inspect surfaces to be welded. Note surface preparations, fit up, and cleanliness of surface. Verify electrodes for size, type, and condition. 5. Welding inspector shall be present during alignment and fit up of members being welded, and shall verify for correct surface preparation of root openings, sound weld metal, and proper penetration in the root pass. Where weld has not penetrated completely, inspector shall order the joint to be chipped down to sound metal, or gouged out, and rewelded. Thoroughly inspect root passes for cracks. Gouge out cracks and rewelded to 2 inches beyond each end of crack. 6. Inspector shall verify that welds have been marked with welder’s symbol and shall mark welds requiring repairs and reinspection. Inspector shall maintain a written record of welds. Work completed and inspected shall receive an identification mark by the inspector. Identify unacceptable material and Work identified by word reject or repair marked directly on the material. 7. Testing agency shall advise the Owner and Architect of any shop and/or field conditions which may require further tests and examination by means other than those specified. Additional tests and examinations shall be performed as authorized by the Owner and Architect. 8. Owner reserves the right to use ultrasonic or radiographic inspection to verify adequacy of welds. Testing procedures and acceptance criteria shall be as specified in AWS D1.1. 9. Weld quality to comply with the American Institute of Steel Construction (AISC) Manual of Steel Construction. 10. Determine percentage of weld tested by the number of welds that fail the initial testing. 11. Reweld and retest welds that fail until the welds pass. Test two additional welds for every weld failure. E. Inspect bolted construction in accordance with AISC Specification for Structural Steel Buildings: 1. Visually inspect bolts ensuring that plies have been brought into snug contact. 2. Inspect high strength bolt in accordance with Section 9 of the Specifications for Structural Joints Using ASTM A325 or A490 Bolts. F. Inspect stud welding in accordance with Section 7.8, of AWS D1.1 Structural Welding Code: City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 14 PGAL Project No. 1005964.00 1. Weld at least two shear studs at the start of each production period to determine correct generator, control unit, and stud welder setting. The studs shall be capable of being bent 45 degrees from vertical without weld failure. 2. When the temperature is below 32 degrees F (0 degrees C), test one stud in each 100 after cooling. Do not weld studs at temperatures below 0 degrees F or when surface is wet with rain or snow. If stud fails in the weld, two new studs shall pass the test before resumption of welding. 3. Visually inspect studs for compliance with the requirements of the Contract Documents. Verify number, spacing, and weld quality. If, after welding, visual inspection reveals that a sound weld or a full 360 degree fillet has not been obtained for a particular stud, that stud shall be struck with a hammer and bent 15 degrees off perpendicular in the direction away from the missing weld. Studs failing test shall be replaced. 3.11 REINFORCING STEEL MECHANICAL SPLICES A. Inspection and Observation Services: 1. Visually inspect and report on completed condition of each mechanical splice of reinforcing steel. 2. Visually inspect each mechanical splice to ensure compliance with the ICC-ES Reports and the manufacturer's published criteria for acceptable completed splices. 3. Place special emphasis on the inspection of the end preparation of each bar to be spliced required by the ICC-ES Report. B. Reports: Submit reports to Architect: 1. Submit copies of manufacturer's published criteria for acceptable completed splices prior to observing mechanical splices. 2. Reports on each mechanical splice shall indicate location of the splice, size of bars spliced, and acceptability or rejection of splice. Indicate reasons for rejection on each report. 3.12 OPEN WEB JOISTS AND JOIST GIRDERS A. Inspect joists at jobsite for compliance with specified fabrication requirements. Verify welded connections between web and chord, splices, and straightness of members. B. Inspect installation of joists at jobsite. Check connections to supporting members, chord extensions, number of rows of bridging, and bridging connections for compliance with Contract Documents and referenced standards. C. Verify welder qualification certificates for both shop and field welding operators. 3.13 METAL FLOOR DECK A. Field inspection shall consist of: 1. Verifying types, gauges and finishes for compliance with Contract Documents and shop drawings. 2. Examine composite floor deck exposed to crawl space for damage to galvanizing due to welding or construction activities. Repair galvanized composite floor deck in accordance with the specifications. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 15 PGAL Project No. 1005964.00 3. Examine the erection of metal deck, fastenings, reinforcing of holes, deck reinforcing, miscellaneous deck supports, hanger tabs, shear studs, deck closures, painting or other coating. 4. Certification of welders. 5. Inspect and test field welded shear studs used to fasten metal floor decking to supporting steel as specified for structural steel. 3.14 METAL ROOF DECK A. Field inspection shall consist of: 1. Verify types, gauges and finishes for compliance with Contract Documents and shop drawings. 2. Examine the erection of the metal deck, including fastenings at supports and side laps, reinforcing of holes, and miscellaneous deck supports. 3. Certification of welders. 4. Visual inspection of at least 25 percent of welds. 3.15 SPRAYED FIREPROOFING A. Verify applied thickness, density, and bond strength of sprayed fireproofing meets fire rating requirements of approved design. B. Verify installation complies with fire rating requirements of approved design. C. Inspect and test for thickness: 1. Test 25 percent of structural frame columns and beams in each building level. 2. Test 10 percent of beams other than structural frame in each building level. 3. Test one slab per 5,000 square feet of building area. D. Inspect and test in accordance procedures of ASTM E605 and ASTM E736. 3.16 EXPANSION BOLT INSTALLATION A. Inspect drilling of each hole and installation of each expansion bolt for compliance with Contract Documents and shop drawings. B. Verify installation torque for each expansion bolt for compliance with manufacturer’s installation instructions. 3.17 LIGHTWEIGHT INSULATING CONCRETE FILL A. Inspection and Observation Services (As required): 1. Inspection of roof deck prior to start of Work. 2. Inspection during installation of insulation and lightweight insulating concrete fill Work to ascertain compliance with Contract Documents. 3. Observation of base ply fastener pull tests performed by Contractor to ascertain minimum withdrawal resistance of 40 pounds per fastener. B. Testing Services (As required): City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 16 PGAL Project No. 1005964.00 1. References (As applicable for tests required): a. American Society for Testing and Materials (ASTM) 1) C177, Standard Test Method for Steady State Heat Flux Measurements and Thermal Transmission Properties By Means of the Guarded Hot Plate Apparatus 2) C495, Test Method for Compressive Strength of Lightweight Insulating Concrete 3) C578, Specification for Rigid, Cellular Polystyrene Thermal Insulation. 2. Test EPS insulation board for thermal insulation value in accordance with ASTM C177. 3. Test lightweight insulating concrete fill in accordance with ASTM C495 for: a. Mix design compressive strength. b. Mix design wet and dry density range. c. Number of Tests: 1) One per 5,000 square feet. 2) Not less than one for each day’s Work. 4. Test EPS insulation board for density in accordance with ASTM C578. 3.18 TESTING OF ROOFING A. Inspection and Observation Services (As required): 1. Inspection of roof deck prior to start of Work. 2. Inspect on site condition of stored roofing materials. 3. Inspection during roofing, roof insulation, and sheet metal Work to ascertain compliance with Contract Documents. 4. Observation of roof test cuts performed by Contractor to ascertain that they are properly made. 5. Observation of patching of roof test cuts to ascertain that they are properly made. B. Testing Services (As required): 1. Perform dissection and analysis on cuts provided by Contractor to confirm number of plies, bonding of plies, weight of bitumen and softening temperature to ascertain compliance with specifications. 3.19 MASONRY A. Inspection and Observation Services: 1. Inspection of placement of reinforcement including condition, grade, size, location, spacing, and lap splices. 2. Review mortar design mixes. 3. Inspection of laying, mortaring, and grouting of concrete masonry units and elements. B. Testing Services: 1. References (As applicable for tests required): a. ASTM International (ASTM) 1) C140, Standard Test Methods of Sampling and Testing Concrete Masonry Units City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 17 PGAL Project No. 1005964.00 2) C780, Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry 3) C1019, Standard Test Method for Sampling and Testing Grout 4) E447-97, Standard Test Methods for Compressive Strength of Laboratory Constructed Masonry Prisms. 2. Testing of Concrete Masonry Units (CMU): a. Preconstruction: Perform the following tests in accordance with ASTM C140. 1) Compressive Strength 2) Absorption 3) Weight 4) Moisture Content 5) Dimensions. 3. Mortar Tests: a. Preconstruction: Perform the following tests in accordance with ASTM C780 on each type of mortar mix used on the Project. b. 28 Day Compressive Strength c. Water Retention d. Construction: Perform 28 day compressive strength test in accordance with ASTM C780 on each type of mortar mix used on the Project at the rate of one test per 2,000 square feet of masonry. 4. Refer to and include Work for reinforcing steel specified. 5. Grout Tests: a. Preconstruction: Perform the following tests in accordance with ASTM C1019 on each type of grout mix used on the Project. 1) 28 Day Compressive Strength 2) Construction: Perform 28 day compressive strength test in accordance with ASTM C1019 on each type of grout mix used on the Project at the rate of one (1) test per 2,000 square feet of masonry. 3) Prism Test: Perform preconstruction 28 day compressive strength test on concrete masonry walls in accordance with ASTM E447-97, Method B. 3.20 REPAIR AND PROTECTION A. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 01 73 30. B. Protect construction exposed by or for quality control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality control services. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Shelter Issue for Bidding and Permitting 3600 Gates Blvd., Port Arthur, Texas 77642 10/27/23 TESTING AND INSPECTION SERVICES 01 45 23 - 18 PGAL Project No. 1005964.00 END OF SECTION 01 45 20 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 METAL LADDERS 05 51 33 - 1 PGAL Project No. 1005964.00 SECTION 05 51 33 - METAL LADDERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes aluminum fixed vertical ladder with walk-thru handrails, safety cage, and locking security door to access roof where indicated. B. Related Requirements: 1. Division 05 Section "Metal Fabrications". 2. Division 09 Section “Exterior Painting”. 3. All sections of work affecting or affected by work of this Section and to which products are attached or installed. 1.3 REFERENCES A. American National Standards Institute (ANSI) 1. A14.3, Ladders - Fixed - Safety Requirements. B. Occupational Safety and Health Administration (OSHA) 1. 1910.27, Fixed Ladders. 1.4 ACTION SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings for Ladders: 1. Plan and section of ladder installation. 1.5 DELIVERY, STORAGE, AND HANDLING A. Examine materials upon arrival at site. Notify the carrier and manufacturer of any damage. B. Store products in manufacturer's unopened packaging until ready for installation. C. Store products inside under cover until installation. If stored outside, store under a tarp or City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 METAL LADDERS 05 51 33 - 2 PGAL Project No. 1005964.00 suitable cover. 1.6 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect and do not start work until such conflicts and discrepancies are clarified and corrected. B. Comply with referenced codes, standards, and specifications, except as otherwise shown and specified. 1.7 WARRANTY A. Limited Warranty: Five (5) years against defective material and workmanship, covering parts only, no labor or freight. Defective parts, if deemed so by the manufacturer, will be replaced at no charge, freight excluded, upon inspection at manufacturer's plant which warrants same. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Specifications are based on Model FL Aluminum Fixed Vertical Ladder and Components manufactured by Precision Ladders, LLC, or Architect approved equal. Other manufacturers must have a minimum of five (5) years of experience manufacturing products meeting or exceeding the specifications and comply with Division 01 Section “Substitution Procedures” to be considered. 2.2 ALUMINUM FIXED VERTICAL LADDER A. Aluminum Fixed Vertical Ladder and Components: Ladder, cage, rest platforms, floor mounting brackets, security doors, walk-thru, and side rails as indicated or required. 1. Capacity: Unit shall support a 1500 lb. loading without failure, and individual treads shall withstand a 3,000 lb. loading without failure. 2. Performance Standard: Units designed and manufactured to meet or exceed ANSI A14.3 and OSHA 1910.27. 3. Size/Location: As indicated on Drawings. B. Components: 1. Ladder Stringer: 2-1/2 inch by 1-1/16 inch by 1/8 inch extruded 6005-T5 aluminum channel. Pitch: 90 degrees. 2. Ladder Tread: 2-1/4 inch by 3/4 inch by 1/4 inch extruded 6005-T5 aluminum with deeply serrated top surface. 3. Ladder Mounting Bracket: 8-1/2 inch by 2 inch by 3 inch by 1/4 inch thick aluminum angle. 4. Walk-Thru: (If shown or required) City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 METAL LADDERS 05 51 33 - 3 PGAL Project No. 1005964.00 a. Hand Rails: 1-1/4 inch square aluminum tube with rounded edges. b. Mounting Brackets: 4 inch by 4 inch by 1/4 inch aluminum. c. Side Rails: 42 inch side rail extension for through ladder exits. 5. Safety Cage (If required): Vertical and horizontal bars: 1/4 inch by 2 inch 6005- T5 aluminum flat bar. 6. Rest Platform: (For ladders over 30 feet high) a. 1/8 inch aluminum tread plate. b. Platform Size: 30 inches by 48 inches standard. c. Toe Boards. 6005 T-5 aluminum. d. Handrails: 1-1/4 inch square aluminum tube 42 inches high. 7. Security Door: 0.125 inch 3003-H14 aluminum panel 84 inches tall with padlock provision. 8. Finishes: Mill finish on aluminum ladder components. 9. Wall Brackets, Anchors, and Fasteners: Of type, size, and material recommended by manufacturer to suit application. 10. Other Materials: Provide other materials, not specifically described, but required for a complete and proper installation. C. Height and Location: As indicated on Drawings. 2.3 FABRICATION A. Completely fabricate ladder ready for installation before shipment to the site. B. Completely fabricate handrail components and ship to site ready for field assembly and attachment to ladder. PART 3- EXECUTION 3.1 EXAMINATION A. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATION A. Install ladders in accordance with manufacturer's instructions. 3.3 PROTECTION A. Protect installed products until completion of Project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 05 51 33 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 METAL LADDERS 05 51 33 - 2 PGAL Project No. 1005964.00 suitable cover. 1.6 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect and do not start work until such conflicts and discrepancies are clarified and corrected. B. Comply with referenced codes, standards, and specifications, except as otherwise shown and specified. 1.7 WARRANTY A. Limited Warranty: Five (5) years against defective material and workmanship, covering parts only, no labor or freight. Defective parts, if deemed so by the manufacturer, will be replaced at no charge, freight excluded, upon inspection at manufacturer's plant which warrants same. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Specifications are based on Model FL Aluminum Fixed Vertical Ladder and Components manufactured by Precision Ladders, LLC, or Architect approved equal. Other manufacturers must have a minimum of five (5) years of experience manufacturing products meeting or exceeding the specifications and comply with Division 01 Section “Substitution Procedures” to be considered. 2.2 ALUMINUM FIXED VERTICAL LADDER A. Aluminum Fixed Vertical Ladder and Components: Ladder, cage, rest platforms, floor mounting brackets, security doors, walk-thru, and side rails as indicated or required. 1. Capacity: Unit shall support a 1500 lb. loading without failure, and individual treads shall withstand a 3,000 lb. loading without failure. 2. Performance Standard: Units designed and manufactured to meet or exceed ANSI A14.3 and OSHA 1910.27. 3. Size/Location: As indicated on Drawings. B. Components: 1. Ladder Stringer: 2-1/2 inch by 1-1/16 inch by 1/8 inch extruded 6005-T5 aluminum channel. Pitch: 90 degrees. 2. Ladder Tread: 2-1/4 inch by 3/4 inch by 1/4 inch extruded 6005-T5 aluminum with deeply serrated top surface. 3. Ladder Mounting Bracket: 8-1/2 inch by 2 inch by 3 inch by 1/4 inch thick aluminum angle. 4. Walk-Thru: (If shown or required) City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 METAL LADDERS 05 51 33 - 3 PGAL Project No. 1005964.00 a. Hand Rails: 1-1/4 inch square aluminum tube with rounded edges. b. Mounting Brackets: 4 inch by 4 inch by 1/4 inch aluminum. c. Side Rails: 42 inch side rail extension for through ladder exits. 5. Safety Cage (If required): Vertical and horizontal bars: 1/4 inch by 2 inch 6005- T5 aluminum flat bar. 6. Rest Platform: (For ladders over 30 feet high) a. 1/8 inch aluminum tread plate. b. Platform Size: 30 inches by 48 inches standard. c. Toe Boards. 6005 T-5 aluminum. d. Handrails: 1-1/4 inch square aluminum tube 42 inches high. 7. Security Door: 0.125 inch 3003-H14 aluminum panel 84 inches tall with padlock provision. 8. Finishes: Mill finish on aluminum ladder components. 9. Wall Brackets, Anchors, and Fasteners: Of type, size, and material recommended by manufacturer to suit application. 10. Other Materials: Provide other materials, not specifically described, but required for a complete and proper installation. C. Height and Location: As indicated on Drawings. 2.3 FABRICATION A. Completely fabricate ladder ready for installation before shipment to the site. B. Completely fabricate handrail components and ship to site ready for field assembly and attachment to ladder. PART 3- EXECUTION 3.1 EXAMINATION A. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATION A. Install ladders in accordance with manufacturer's instructions. 3.3 PROTECTION A. Protect installed products until completion of Project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 05 51 33 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 1 PGAL Project No. 1005964.00 SECTION 07 42 13.19 - INSULATED METAL WALL PANELS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. IMP-01 - Embossed insulated metal wall Shadowline Profile panel system installed vertically on pre-engineered metal building (PEMB) system where indicated. 2. IMP-02 - Premium smooth face insulated Optimo Profile metal wall panel system on pre-engineered metal building (PEMB) system where indicated. 3. IMP-03 - Smooth insulated metal wall Mini-Wave Profile panel installed vertically on pre-engineered metal building (PEMB) system where indicated. 4. ALUM - 6 inch wide vertically installed aluminum cladding over insulated metal panel system - Karrier Panel. B. Related Requirements: 1. Division 05 Section “Metal Fabrications”. 2. Division 06 Section “Miscellaneous Rough Carpentry”. 3. Division 06 Section “Sheathing”. 4. Division 07 Section “Fluid Applied Membrane Air Barrier”. 5. Division 07 Section “Metal Wall Panels”. 6. Division 07 Section “Aluminum Siding and Soffits” 7. Division 07 Section “Sheet Metal Flashing and Trim”. 8. Division 07 Section “Joint Sealants”. 9. Division 13 Section “Metal Buildings Systems”. 10. All sections affecting or affected by work of this Section. 1.3 REFERENCES A. American Architectural Manufacturer's Association (AAMA) 1. 501.1, Standard Test Method for Metal Curtain Walls for water penetration using Dynamic Pressure. 2. 501.2, Quality Assurance and Diagnostic Water Leakage Field Check of Installed Storefronts, Curtain Walls, and Sloped Glazing Systems. B. American Society of Civil Engineers (ASCE) 1. 7, Minimum Design Loads for Buildings and Other Structures. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 2 PGAL Project No. 1005964.00 C. ASTM International (ASTM) 1. A480, Standard Specification for General Requirements for Flat-Rolled Stainless and Heat-Resisting Steel Plate, Sheet, and Strip. 2. A653, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 3. A755, Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products 4. A792, Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot–Dip Process 5. A924, Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process 6. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus 7. B209, Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 8. C209, Standard Test Methods for Cellulosic Fiber Insulating Board 9. C273, Standard Test Method for Shear Properties of Sandwich Core Materials. 10. C518, Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus 11. C920, Standard Specification for Elastomeric Joint Sealants 12. D224, Standard Specification for Smooth-Surfaced Asphalt Roll 13. D522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings 14. D523, Standard Test Method for Specular Gloss 15. D714, Standard Test Method for Evaluating Degree of Blistering of Paints 16. D968, Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive 17. D1308, Standard Test Method for Effect of Household Chemicals on Clear and Pigmented Organic Finishes 18. D1621, Standard Test Method for Compressive Properties of Rigid Cellular Plastics 19. D1622, Standard Test Method for Apparent Density of Rigid Cellular Plastics 20. D1623, Standard Test Method for Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics 21. D1654, Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments. 22. D1929, Standard Test Method for Determining Ignition Temperature of Plastics 23. D2126, Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging. 24. D2244, Standard practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates 25. D2247, Standard Practice for Testing Water Resistance of Coatings in 100 percent Relative Humidity 26. D2794, Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact) 27. D3273, Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. 28. D3359, Standard Test Methods for Measuring Adhesion by Tape Test 29. D3363, Standard Test Method for Film Hardness by Pencil Test City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 3 PGAL Project No. 1005964.00 30. D4145, Standard Test Method for Coating Flexibility of Prepainted Sheet 31. ASTM D4214: Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films 32. D5894, Standard Practice for Cyclic Salt Fog/UV Exposure of Painted Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV Condensation Cabinet) 33. D6226, Standard Test Method for Open Cell Content of Rigid Cellular Plastics. 34. E72, Standard Test Methods of Conducting Strength Tests of Panels for Building Construction 35. E84, Standard Test Method for Surface Burning Characteristics of Building Materials 36. E90, Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements 37. E283, Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen 38. E330, Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference 39. E331, Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference 40. G153, Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials 41. G154, Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials D. Florida Building Code (FBC) 1. TAS 201 - Impact Test Procedures. 2. TAS 203 - Criteria for Testing Products Subject to Cyclic Wind Pressure. E. FM Global (FM) 1. Approval Standard 4880; Class 1 Fire Rating of Insulated Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings, and Exterior Wall Systems 2. Approval Standard 4881; Class 1 Exterior Wall Systems F. International Building Code (IBC) G. National Fire Protection Association (NFPA) 1. 259, Standard Test Method for Potential Heat of Building Materials. 2. 268, Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using a Radiant Heat Energy Source. 3. 285, Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components H. International Organization for Standardization (ISO) 1. 14025: Environmental Labels and Declarations City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 4 PGAL Project No. 1005964.00 I. Texas Department of Insurance (TDI) 1. Windstorm Resistant Construction Guide. 2. Texas Windstorm Insurance Association (TWIA) Building Code for Windstorm Resistant Construction. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre-installation meeting: Conduct a pre-installation meeting at the job site attended by Owner, Architect, Manufacturer’s Technical Representative, Panel Installer, and Contractors of related trades. Coordinate structural support requirements in relation to insulated wall panel system, installation of any separate air/water barriers, treatment of fenestration, and other requirements specific to the project. 1.5 ACTION SUBMITTALS A. Product Data: Submit manufacturer current technical literature for each type of product. B. Shop Drawings: Submit detailed drawings and panel analysis showing: 1. Profile 2. Gauge of both exterior and interior sheet 3. Location, layout, and dimensions of panels 4. Location and type of fasteners 5. Shape and method of attachment of all trim 6. Locations and type of sealants 7. Installation sequence 8. Coordination Drawings: Provide elevation drawings and building sections which show panels in relationship to required locations for structural support. Include panel details and details showing attachment to structural support. 9. Other details as required for a weathertight installation. C. Panel Analysis: Provide panel calculations to verify panels will withstand the design wind loads indicated without detrimental effects or deflection exceeding L/180. Include effects of thermal differential between the exterior and interior panel facings and resistance to fastener pullout. D. Samples: Provide nominal 3 x 5 inch of each color indicated. 1.6 INFORMATIONAL SUBMITTALS A. Miscellaneous Certifications: Submit documentation that products have been certified in accordance with ISO 14025. B. Quality Assurance Submittals 1. Design Data, Test Reports: Provide manufacturer test reports indicating product compliance with requirements. 2. Manufacturer Erection Instructions: Provide manufacturer’s written installation instructions including proper material storage, material handling, installation City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 5 PGAL Project No. 1005964.00 sequence, panel location(s), and attachment methods, details and required trim and accessories. 1.7 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect and do not start work until such conflicts and discrepancies are clarified and corrected. B. All work shall comply with the more stringent requirements of the Texas Windstorm Insurance Association (TWIA) Building Code for Windstorm Resistant Construction, Texas Department of Insurance (TDI) Windstorm Resistant Construction Guide, or wind loads specified in ASCE 7 or FM Global Property Loss Prevention Data Sheet 1-28, as applicable to project location, or requirements of this Section or local building code, whichever is the more stringent. C. Manufacturer Qualifications: 1. The manufacturer shall have a minimum of five (5) years of experience in the production of insulated wall panels. The manufacturer shall demonstrate past experience with examples of projects of similar type and exposure. 2. Manufacturer to be registered with a Program Operator with a Certified, Environmental Product Declaration, in conformance with ISO 14025, for Insulated Metal Panels. D. Installer Qualifications: Authorized by the manufacturer and the work shall be supervised by a person having a minimum of five (5) years of experience installing insulated wall panels on similar type and size projects. 1.8 DELIVERY, STORAGE AND HANDLING A. Deliver panel materials and components in manufacturer’s original, unopened, undamaged packaging with identification labels intact. B. Store wall panel materials on dry, level, firm, and clean surface. Stack no more than two bundles high. Elevate one end of bundle to allow moisture run-off, cover and ventilate to allow air to circulate and moisture to escape. 1.9 WARRANTY A. Limited Warranty: Standard form in which manufacturer agrees to repair or replace items that fail in materials or workmanship within specified warranty period. The items covered by the warranty include structural performance including bond integrity, deflection and buckling. 1. Warranty Period: Two (2) years from date of Substantial Completion, or 2 years and 6 months from the date of shipment from manufacturer’s plant, whichever occurs first. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 6 PGAL Project No. 1005964.00 B. Finish Warranty: Submit Manufacturer’s limited warranty on the exterior paint finish for adhesion to the metal substrate and limited warranty on the exterior paint finish for chalk and fade. PART 2 - PRODUCTS 2.1 APPROVED MANUFACTURERS A. Specifications are based on specified products manufactured by Kingspan Insulated Panels, Inc., Deland, FL; Phone: (888) 882-5862, or Architect approved equal. Other manufacturers must have a minimum of five (5) years of experience manufacturing products equivalent to those specified and comply with Division 01 Section “Product Requirements” regarding substitutions to be considered. 2.2 EXTERIOR WALL PANELS A. IMP-01: 1. Profile: Confirm with Architect a. Exterior: Flat b. Interior: Shadowline 2. Embossing: a. Exterior: Stucco b. Interior: Stucco 3. Gauge: Confirm with Architect a. Exterior: 22 ga. b. Interior: 26 ga. 4. Width: As indicated on Drawings. 5. Thickness: As indicated on Drawings. 6. Length: As indicated on Drawings from 8 feet to 32 feet. 7. Exterior Color: Dove Gray 8. Location: As indicated on Drawings. 9. Approved Product: Quadcore® Optima® manufactured by Kingspan, or Architect approved equal in accordance with requirements of Paragraph 2.1. B. IMP-02: 1. Profile: Confirm with Architect a. Exterior: Flat b. Interior: Flat City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 7 PGAL Project No. 1005964.00 2. Embossing: a. Exterior: Stucco b. Interior: Stucco 3. Gauge: Confirm with Architect a. Exterior: 22 ga. b. Interior: 26 ga. 4. Width: As indicated on Drawings. 5. Thickness: As indicated on Drawings. 6. Length: As indicated on Drawings from 8 feet to 32 feet. 7. Exterior Color: Dove Gray 8. Location: As indicated on Drawings. 9. Approved Product: Quadcore® Optima® manufactured by Kingspan, or Architect approved equal in accordance with requirements of Paragraph 2.1. C. IMP-03: 1. Profile: Confirm with Architect a. Exterior: Mini-Wave b. Interior: Shadowline 2. Embossing: a. Exterior: Stucco b. Interior: Stucco 3. Gauge: Confirm with Architect a. 24 ga. b. Interior: 26 ga. 4. Width: As indicated on Drawings. 5. Thickness: As indicated on Drawings. 6. Length: As indicated on Drawings from 8 feet to 53 feet. 7. Exterior Color: Dark Bronze 8. Location: As indicated on Drawings. 9. Approved Product: Quadcore® KS Series manufactured by Kingspan, or Architect approved equal in accordance with requirements of Paragraph 2.1. D. ALUM: 1. Profile: Confirm with Architect a. Exterior: Shadowline or flat. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 8 PGAL Project No. 1005964.00 b. Interior: Shadowline 2. Embossing: a. Exterior: Stucco b. Interior: Stucco 3. Gauge: Confirm with Architect a. Exterior: 26 ga. b. Interior: 26 ga. 4. Width: As indicated on Drawings. 5. Thickness: As indicated on Drawings. 6. Length: As indicated on Drawings from 8 feet to 53 feet. 7. Exterior Color: Medium Cherry 8. Location: As indicated on Drawings. 9. Approved Product: Quadcore® KarrierPanel® manufactured by Kingspan, or Architect approved equal in accordance with requirements of Paragraph 2.1. 2.3 ACCESSORIES A. Fasteners: 1. Self-drilling fasteners shall be corrosion resistant plated steel with neoprene washer, as recommended by manufacturer. 2. Material: Hex-head type with steel and neoprene washer and 12 gauge stainless steel clip supplied by the manufacturer. 3. Size: As recommended by manufacturer. B. Perimeter Trim: 1. Fabricated perimeter trim and metal flashing: Shall be same gauge, material, and coating color as exterior face of insulated metal wall panel. 2. Extruded perimeter trim: Shall be extruded aluminum 6063-T5 alloy with spray applied PVF coating in same color as exterior face of insulated metal wall panel. C. Sealants: Butyl, non-skinning/curing type as recommended by manufacturer. D. Butyl Tape: As recommended by manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Provide field measurements to manufacturer as required to achieve proper fit of the preformed wall panel envelope. Measurements shall be provided in a timely manner so that there is no impact on the construction or manufacturing schedule. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 9 PGAL Project No. 1005964.00 B. Supporting Steel: All structural supports required for installation of panels shall be by others. Support members shall be installed within the following tolerances: 1. Plus, or minus 1/8 inch in 5 feet in any direction along plane of framing. 2. Plus, or minus 1/4 inch cumulative in 20 feet in any direction along plane of framing. 3. Plus, or minus 1/2 inch from framing plane on any elevation. 4. Plumb or level within 1/8 inch at all changes of transverse for pre-formed corner panel applications. 5. Verify that bearing support has been provided behind vertical joints of horizontal panel systems and horizontal joints of vertical panel systems. Width of support shall be as recommended by the manufacturer. C. Examine individual panels upon removal from the bundle; notify manufacturer of panel defects. Do not install defective panels. 3.2 PANEL INSTALLATION A. Installation shall be in accordance with the manufacturer’s installation guidelines and recommendations. B. Install panels plumb, level, and true-to-line to dimensions and layout indicated on approved shop drawings. C. Cut panels prior to installation, where indicated on shop drawings, using a power circular saw with fine tooth carbide tip blade per manufacturer’s instructions. Personnel should wear respiratory and eye protection devices. D. Butyl Weather Barrier Sealant: 1. Apply non-skinning butyl sealant as shown on shop drawings and manufacturer’s installation instructions as necessary to establish the vapor barrier for the panels. 2. Use non-skinning butyl tube sealant only for tight metal-to-metal contact. 3. Do not use non-skinning butyl tube sealant to bridge gaps. E. Place panel fasteners through pre-punched holes in attachment clips, concealed within the joint of the panel. Secure units to the structural supports. Space clips as recommended by manufacturer or otherwise indicated on the approved shop drawings. 3.3 SEALANT INSTALLATION FOR EXPOSED JOINTS A. Clean and prime surfaces to receive exterior exposed sealants in accordance with sealant manufacturer’s recommendations. B. Follow sealant manufacturer’s recommendations for joint width-to-depth ratio, application temperature range, size and type of backer rod, and compatibility of materials for adhesion. C. Direct contact between butyl and silicone sealants shall not be permitted. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 INSULATED METAL WALL PANELS 07 42 13.19 - 10 PGAL Project No. 1005964.00 3.4 TRIM INSTALLATION A. Place trim and trim fasteners only as indicated per details on the approved shop drawings. B. Field drill weep holes where appropriate in horizontal trim where indicated on shop drawings 1/4 inch diameter at 24 inches on center. C. Place a continuous strip of butyl tape or butyl sealant on closure trims for the length of the panel to be covered as indicated on shop drawings. 3.5 FIELD QUALITY CONTROL A. Testing Agency: The General Contractor shall engage an independent testing and inspection agency acceptable to the Architect to perform field tests and inspections and to prepare reports of findings. B. Field Water Test: After completing portion of metal wall panel assembly including accessories and trim, test a 2-bay area selected by the architect for water penetration in accordance with AAMA 501.2. 3.6 CLEANING AND PROTECTION A. Remove protective film immediately after installation. B. Touch-up, repair or replace metal panels and trim that have been damaged. C. After metal wall panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant. END OF SECTION 07 42 13.19 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 1 PGAL Project No. 1005964.00 SECTION 08 51 00 - FIRE-RATED HORIZONTAL SLIDER WINDOW PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes 60-minute UL Labeled fire rated steel horizontal slider window where indicated. 1. Division 08 Section “Glazing” for glass, glazing, and glazing materials. 2. All sections of work affecting or affected by work of this Section. 1.3 PERFORMANCE REQUIREMENTS A. Horizontal sliding steel windows shall conform to the HS-C30 voluntary specifications in AAMA/NWWDA 101/I.S.2-97 and be designed to meet the following performance requirements. Fire-rated windows shall bear the Underwriters Laboratories, Inc. label including the manufacturer’s file number for the indicated rating. 1. Structural Performance: Structural test pressures on window units shall be for positive load (inward) and negative load (outward) in accordance with ASTM E 330 at a static pressure of 45 PSF. After testing, there shall be no glass breakage, permanent damage to fasteners, hardware parts, support arms or actuating mechanisms or any other damage which could cause the window to be inoperable. There shall be no permanent deformation of any main frame, sash, or ventilator member in excess of the requirements established by AAMA/NWWDA 101/I.S.2-97 for the window types specified in this Section. 2. Air Infiltration: Air infiltration shall not exceed 0.3 SCFM per square foot of window area at a static air pressure difference of 1.57 PSF as established by AAMA/NWWDA 101/I.S.2-97 when tested in accordance with ASTM E 283. 3. Water Resistance: When tested in accordance with ASTM E 547, there shall be no water leakage at a static air pressure difference of 4.5 PSF. B. Fire Protective: Fire protective rating shall meet requirements as tested and classified by Underwriters Laboratories Inc, in accordance with UL-9. Products shall meet the requirements of Underwriters Laboratories Inc. The Listing Mark of UL on the product will be accepted as evidence of compliance. C. Life Safety Criteria: Windows shall conform to NFPA 101 Life Safety Code when rescue and/or second means of escape are indicated. 1.4 SUBMITTALS A. Product Data: Manufacturer’s descriptive data and catalog cut sheets. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 2 PGAL Project No. 1005964.00 B. Shop Drawings: Indicate elevations of windows, rough-opening dimensions for each type and size of windows, section details, fastenings, generic method of installation and anchorage, glazing details, method of glazing, muntin divider details, mullion details, weather-stripping details, types and locations of operating hardware, window type and indicating compliance with fire safety code, where required. Refer to Authority Having Jurisdiction for specific installation, wall detail, and anchorage requirements. C. Manufacturer’s preprinted installation instructions and cleaning instructions. D. Manufacturer’s standard color samples of painted finishes. 1.5 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect, and do not start work until such conflicts and discrepancies are clarified and corrected. B. Source Limitations: Obtain each type of steel horizontal slider window through one source from a single manufacturer. C. Installer Qualifications: Experienced in performing work of this Section who has specialized in installation of work similar to that required for this project. D. Manufacturer’s Qualifications: A firm with not less than ten (10) years of experience in the manufacture of similar type steel windows. 1.6 DELIVERY, STORAGE AND HANDLING A. Delivery: 1. Deliver in manufacturer’s original, unopened, undamaged containers, with identification labels intact. Inspect for damage upon delivery. 2. Handle and store products according to manufacturer’s recommendations. B. Storage and Protection: 1. Store materials protected from exposure to harmful weather conditions and at temperature and humidity conditions recommended by manufacturer. 2. Store windows to prevent damage or marring of finish. Store in shipping containers under cover on building site. 1.7 PROJECT CONDITIONS A. Verify actual openings by field measurements before fabrication, show recorded measurements on shop drawings. B. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 3 PGAL Project No. 1005964.00 1.8 WARRANTY A. The manufacturer’s standard warranty to be three (3) years from the date of shipping. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Specifications are based on Series 900 Horizontal Sliding Windows manufactured by Fyre-Tec, Wayne, NE; Phone: (800) 377-3261, or Architect approved equal. Other manufacturers must have a minimum of ten (10) years of experience manufacturing products meeting or exceeding the specifications and comply with Division 01 Section “Substitution Procedures” to be considered. 2.2 STEEL WINDOW TYPES A. Horizontal sliding steel windows shall be designed for inside field glazing, and for glass types scheduled on drawings or otherwise specified. Units shall be complete with glass and glazing provisions to meet the requirements of paragraph WINDOW PERFORMANCE. Glazing material shall be compatible with steel and shall not require painting. B. Fire-rated windows shall conform to UL-9 and shall be labeled with a 3/4 - hour fire-test rating as specified in the window schedule. Units shall be designed and fabricated to meet glass sizes, window sizes, and opening dimensions established by NFPA 80. Hardware shall conform to NFPA 80 requirements. All operable fire-rated windows are to be self-closing and latching by means of a heat activated fusible link operator. C. Automatic closure device to be activated by heat rise, or by a fire or smoke alarm, computer, or other electrical signal. 24 or 110 volt actuation signal required. 2.3 MATERIALS A. Steel Frames and Inserts: 1. Steel frames and inserts shall be fabricated from roll-formed galvanized lock-forming quality steel per ASTM A 653. 2. Frame and insert corners shall mitered and welded. Integral muntins where required shall be galvanized roll-formed material fitted and welded. 3. Operable insert/sash shall be supported on two field adjustable roller trucks consisting of corrosion resisting steel with integral ball bearing rollers. Rollers are to be supported and operate on a stainless steel track. 4. Gray Iron: ASTM A 48, Class 30, unless another class is indicated or required by structural loads. B. Installation Kits: 1. Provide attachable fin installation kits for all windows. 2. Provide subframe installation kits for all windows. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 4 PGAL Project No. 1005964.00 C. Weather Stripping: Weather-stripping for the inserts shall be designed to meet water penetration and air infiltration requirements specified under paragraph WINDOW PERFORMANCE and shall be manufactured of material compatible with steel and resistant to weather. Weather-strips shall be factory applied and easily replaced in the field. D. Screens: Insect screens, if required, shall be steel window manufacturer’s standard design, and shall be provided where scheduled on drawings. Insect screens shall be fabricated of roll formed galvanized steel frames and (18x16) plastic coated glass conforming fiber mesh screening conforming to ASTM D 3656. E. Formed Component Parts 1. Formed component parts shall be hot-rolled sheet steel conforming to ASTM A 569, commercial quality with a minimum of 0.15 percent carbon. 2. Sheet steel shall be zinc coated (galvanized) by the hot-dip process in accordance with ASTM A 653 or ASTM A 924. F. Screws and Bolts: Screws and bolts shall conform to ASTM B 766, ASME B18.6.3 and ASME B18.6.4. G. Fasteners: Fastening devices shall be window manufacturer’s design made from cadmium-plated steel, zinc-plated steel, nickel/chrome-plated steel, or magnetic stainless steel. H. Window Anchors: Anchors for installing windows shall be stainless steel or hot-dip zinc coated steel conforming to ASTM A 123. I. Glass and Glazing: As specified in Division 08 Section “Glazing”. 2.4 FABRICATION A. Fabricate windows in accordance with approved shop drawings. B. Frame sections shall be one piece sections with corners mitered, welded and dressed smooth. C. Required muntins shall be securely welded to the frame members and at all intersections. D. All windows shall be designed for inside glazing. E. All windows shall be factory glazed with UL labeled glass meeting or exceeding the hourly rating required for the frame label. Individual lites shall display a UL label permanently affixed and in accordance with the requirements of the International Building Code and NFPA 80. 2.5 FINISHES - All products will be provided with a paint coating. Confirm final finish and color with Architect. A. Prime Coat - Intended to be field painted with a Finish Coat. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 5 PGAL Project No. 1005964.00 1. Steel windows, fins, mullions, cover plates and associated parts shall be cleaned, pre-treated with iron phosphate and factory painted manufacturer’s standard primer powder coat and cured in a dry film thickness of not less than 1.0 mil. B. Finish Coat - Manufacturer’s Standard Color 1. Steel windows, fins, mullions, cover plates and associated parts shall be cleaned, pre-treated with iron phosphate and factory powder coated and cured with a manufacturer’s standard color in a dry film thickness of not less than 2.0 mil. C. Finish Coat - Specified Color Match 1. Steel windows, fins, mullions, cover plates and associated parts shall be cleaned, pre-treated with iron phosphate and factory powder coated and cured with a manufacturer’s standard color in a dry film thickness of not less than 2.0 mil. PART 3 - EXECUTION 3.1 EXAMINATION A. Window openings shall conform to details and dimensions shown on the approved shop drawings. B. Notify the Architect immediately of conditions that may adversely affect the window installation. Correct conditions prior to installing windows. 3.2 INSTALLATION A. Steel windows shall be installed in accordance with approved shop drawings and manufacturer’s approved recommendations. B. Fire-rated windows shall be installed in compliance with NFPA 80 and NFPA 101. C. Steel surfaces in close proximity with masonry, concrete, wood, and dissimilar metals other than stainless steel, zinc, cadmium, or small areas of white bronze shall be protected from direct contact. D. Verify that weep features at the bottom of the sills are opened at least 1/8 inch x 1 inch. Failure to do so may lead to premature finish failures and void warranty. E. The completed window installation shall be watertight. 3.3 ADJUSTING AND CLEANING A. Steel window finish and glass shall be cleaned on interior and exterior sides in accordance with window manufacturer’s recommendation. Alkaline, abrasive or brick wash agents shall not be used. B. Operable sash shall be adjusted per manufacturer’s instruction to provide minimal operating force. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 FIRE-RATED HORIZONTAL SLIDER WINDOW 08 51 00 - 6 PGAL Project No. 1005964.00 3.4 PROTECTION A. Protect installed products and finished surfaces from damage during construction. B. Touch-up any abraded surface of the window finish with air dry paint furnished by the window manufacturer. END OF SECTION 08 51 00 City of Port Arthur Animal Services Issued for Bidding and Permitting 3615 Gates Blvd., Port Arthur, Texas 77642 10/27/23 ACOUSTICAL PANEL CEILINGS 09 51 13 - 1 PGAL Project No. 1005964.00 SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Suspension system (Grid) and accessories required to complete work. 2. Acoustical lay-in panels, with accessories, including, but not limited to hold down clips, spacing clips, moldings as required to complete work. B. Related Requirements: 1. Division 09 Section “Gypsum Board”. 2. Division 09 Section “Sound-Absorbing Ceiling Units”. 3. Division 26 Electrical Sections for electrical and lighting requirements. 4. All sections affecting or affected by work of this Section. 1.3 ACTION SUBMITTALS A. Product Data: 1. Manufacturer’s specifications and other data needed to prove compliance with specified requirements. 2. Manufacturer’s installation instructions. B. Samples: 1. 12 inch x 12 inch sample of each ceiling panel. 2. 12 inch long sample of each type of grid and actual accessories. 1.4 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect and do not start work until such conflicts and discrepancies are clarified and corrected. 1.5 COORDINATION A. Coordinate work of this Section with work under Divisions 21, 22, and 23, as applicable, for diffusers, plumbing, and mechanical items penetrating ceiling and Division 26 for light fixtures and other electrical items penetrating ceiling. City of Port Arthur Animal Services Issued for Bidding and Permitting 3615 Gates Blvd., Port Arthur, Texas 77642 10/27/23 ACOUSTICAL PANEL CEILINGS 09 51 13 - 2 PGAL Project No. 1005964.00 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Products and Manufacturers: Subject to compliance with requirements, provide one (1) of the products/manufacturers specified, or Architect approved equal. Other manufacturers must manufacture equivalent products for a period of five (5) years to those specified and comply with the requirements of Division 01 Section “Substitution Procedures” to be considered. 2.2 MATERIALS A. Suspension System (Grid) 1. Components: Main runners and cross tees, base metal, and end detail, fabricated from commercial quality steel complying with ASTM A 366 or A 625. Main runners and cross tees are double web steel construction with exposed flange design. Exposed surfaces chemically cleansed, protective coated, capping prefinished steel in baked-on enamel paint. a. Structural Classification: ASTM C 635 Intermediate duty b. Color: White c. Exposed Grid Surface Width: 15/16 inch 2. Manufacturer/Product: As scheduled on Drawings. 3. Accessories: (As indicated or required) a. Hanger Wire: Galvanized carbon steel in accordance with ASTM A641, soft temper, prestretched, with a yield stress load of at least five (5) times the design load, but not less than 12 gauge in diameter. b. Perimeter moldings. c. Hold down clips. B. Lay-in Tile: 1. ACT01: a. Description: Acoustical Ceiling Tile b. Location: RE: Overall RCP c. Manufacturer: Rockfon d. Style: Arctic SLN e. Color: White f. Size: 2 feet x 2 feet 2. ACT02: a. Description: Acoustical Ceiling Tile b. Location: RE: Overall RCP c. Manufacturer: Rockfon d. Style: Sonar SQ City of Port Arthur Animal Services Issued for Bidding and Permitting 3615 Gates Blvd., Port Arthur, Texas 77642 10/27/23 ACOUSTICAL PANEL CEILINGS 09 51 13 - 3 PGAL Project No. 1005964.00 e. Color: White f. Size: 2 feet x 2 feet C. Accessories: At all locations (whether detailed or not) where an acoustical lay-in ceiling abuts a gypsum board ceiling in the same plane, provide a "W" shaped reveal or "shadow" molding similar to USG #MS 174, or Architect approved equal in accordance with Paragraph 2.1. 2.3 EXTRA STOCK A. At completion of work, deliver and store at site as directed not less than one (1) percent or one (1) unopened carton of each suspension system and acoustical ceiling material installed. PART 3 - EXECUTION 3.1 EXAMINATION A. Ensure that the walls are flat and wall corners square. Commencing work shall be construed as acceptance of preceding work performed by others as suitable to receive Work of this Section. B. Ensure that wall control joints are flat and will not cause wall mould to misalign at those locations. C. Coordinate all locations of cut panels with Architect in field prior to commencing work. D. Do not install any ceiling panel until all above ceiling plumbing, mechanical, and electrical work is complete, including inspections, and all corrections have been completed. 3.2 INSTALLATION A. Install ceiling systems by skilled workmen in accordance with manufacturer's printed instructions, the approved shop drawings and reflected ceiling plans (RCPs). Exposed surfaces of acoustical units shall be level and flush, with all joints straight and true, unless indicated otherwise. Cutting and fitting around all items protruding through acoustical ceiling shall be done neatly. Edge mouldings and runners shall have flush hairline joints, with all corners mitered. B. Install main beam and cross tees in accordance with reflected ceiling plans (RCPs). Suspend main beams from structure (but not bridging) above by means of 12 gauge galvanized wire, spaced at 4 feet-0 inches o.c. both directions, wrapped tightly at least four (4) full turns. Do not hang wire supports from metal deck, unless directed to do so and approved by Structural Engineer. Powder actuated devices in metal deck are not permitted. Join cross tees to main beam with a positive interlock. Pop rivets will not be permitted for field splices. C. Align beams or tees with angle molding at corners, unless authorized by Architect. City of Port Arthur Animal Services Issued for Bidding and Permitting 3615 Gates Blvd., Port Arthur, Texas 77642 10/27/23 ACOUSTICAL PANEL CEILINGS 09 51 13 - 4 PGAL Project No. 1005964.00 D. At perimeter areas, secure angle molding to vertical surfaces, ends of tees to rest on bottom flange of molding. Attachment of cross “T”s’ to wall angles with pop rivets will not be permitted. Hanger wire at 45 degree approximately ten (10) inches long may be used to tie the grid to the wall above the ceiling to prevent eventual disengagement of the two (2) components. E. Install lay-in panels with accessories indicated or required. 3.3 CLEANING AND REPAIR A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension system (grid) members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. B. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09 51 13 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 VISUAL DISPLAY UNITS 10 11 00 - 1 PGAL Project No. 1005964.00 SECTION 10 11 00 - VISUAL DISPLAY UNITS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes dry erase markerboard units of type and in location indicated on Drawings. B. Related Requirements: 1. All sections of work affecting or affected by work of this Section. 1.3 ACTION SUBMITTALS A. Product Data: 1. Manufacturer's specifications and other data needed to prove compliance with the specified requirement. 2. Manufacturer's installation instructions. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. Show location of visual display unit joints. 2. Show location of special-purpose graphics for visual display units, if any. 3. Include sections of typical trim members. C. Samples for Initial Selection: For each type of visual display unit indicated and as follows: 1. Actual sections of visual display unit face sheet surface. 2. Samples of accessories involving color selection. 1.4 QUALITY ASSURANCE A. This Section outlines minimum standards and requirements for this Project. Refer to the Drawings and other sections of the specifications for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect, and do not start work until such conflicts and discrepancies are clarified and corrected. B. Installer Qualifications: An authorized representative of visual display unit manufacturer for installation and maintenance of units required for this Project. C. Pre-installation Conference: Conduct pre-installation conference at Project site. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 VISUAL DISPLAY UNITS 10 11 00 - 2 PGAL Project No. 1005964.00 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver factory-built visual display units, including factory-applied trim where indicated, completely assembled in one piece without joints. B. Store visual display units vertically with packing materials between each unit. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. PART 2 - PRODUCTS 2.1 MATERIALS A. MB01: 1. Description: Dry Erase Markerboard 2. Size: 6 feet wide x 4 feet tall 3. Location: RE: Drawings 4. Manufacturer: Clarus 5. Style: Colors by Clarus 6. Color: CBC-200 B. MB02: 1. Description: Dry Erase Markerboard with Graphic 2. Location: Lobby 3. Size: 6 feet wide x 4 feet tall 4. Manufacturer: Clarus 5. Style: Colors by Clarus 6. Color: CBC-200 7. Remarks: Graphic TBD C. Accessories: 1. Adhesives, Fasteners, and Trim: Type indicated or recommended by installer to suit application. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, surface conditions of wall, and other conditions affecting performance. 1. For the record, prepare a written report, endorsed by Installer, listing conditions detrimental to performance of work. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 VISUAL DISPLAY UNITS 10 11 00 - 3 PGAL Project No. 1005964.00 B. Examine walls and partitions for proper blocking for visual display units. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Remove dirt, scaling paint, projections, and depressions that will affect smooth, finished surfaces of visual display units. B. Prepare surfaces to achieve a smooth, dry, clean surface free of flaking, unsound coatings, cracks, defects, and substances that will impair bond between visual display units and wall surfaces. 3.3 INSTALLATION, GENERAL A. General: Install visual display units in locations and at mounting heights indicated on Drawings. Keep perimeter lines straight, level, and plumb. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim, and accessories necessary for complete installation. B. Field-Assembled Visual Display Units: Coordinate field-assembled units with grounds, trim, and accessories indicated. Join parts with a neat, precision fit. 1. Where size of visual display units or other conditions require support in addition to normal trim, provide structural supports or modify trim as selected and approved by Architect from manufacturer's standard structural support accessories to suit conditions indicated. 3.4 INSTALLATION OF VISUAL DISPLAY UNITS A. Install visual display units in accordance with manufacturer's printed instructions. Rigidly anchored to backup materials. Set without mastic on gypsum board partitions. B. Visual Display Units: Attach concealed clips, hangers, and grounds to wall surfaces and to visual display units with fasteners at not more than 16 inches o.c. Secure both top and bottom of units to walls. 3.5 CLEANING AND PROTECTION A. Clean visual display units according to manufacturer's written instructions. Attach one cleaning label to visual display unit in each room. B. Touch up factory-applied finishes to restore damaged or soiled areas. C. Cover and protect visual display units after installation and cleaning until final acceptance. END OF SECTION 10 11 00 City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 1 PGAL Project No. 1005964.00 SECTION 10 99 00 - MISCELLANEOUS SPECIALTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes, but is not limited to the following: 1. Dog kennels with gates, lids, and guillotine doors at interior wall and saloon doors on the exterior wall where indicated. 2. Direct bathing tubs. 3. Shampoo rack. 4. Drying table. 5. Floor grate. 6. Dryer/Blower. 7. Hair trap. 8. Faucet 4 inch with sprayer, vacuum breaker, hanger. 9. Self-contained cuber with built-in storage bin. 10. Cat condos. 11. 77 inch, 24 cu. ft. chest freezer. B. Products furnished, but not installed, under this Section: 1. Anchor bolts and wedge-type inserts indicated to be built into adjacent construction. C. Related Requirements: 1. Division 22 Section Plumbing for plumbing requirements, as applicable. 2. Division 26 Section Electrical for electrical requirements, as applicable 3. All sections of work affecting or affected by work of this Section and to which products are attached or installed. 1.3 ACTION SUBMITTALS A. Product Data: 1. Manufacturer’s specifications and other data needed to prove compliance with specified requirements. 2. Manufacturer's maintenance data and installation instructions. B. Shop Drawings: Show fabrication and installation details. 1. Include plans, elevations, sections, and details of miscellaneous specialties and their connections. Show anchorage and accessory items. Show sizes, locations, and installation details. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 2 PGAL Project No. 1005964.00 2. For off-the-shelf items: Show all layouts, sizes, methods of construction and installation, including sizes and types of all fastening devices. C. Selection Samples: Color samples or charts showing manufacturer's full range of colors for Architect’s selection. D. Verification Samples: Actual samples of product in color selected by Architect. 1.4 CLOSEOUT SUBMITTALS A. Operation and maintenance Manuals B. Manufacturer's warranty. 1.5 QUALITY ASSURANCE A. This Section outlines only minimum standards and requirements. Refer to the Drawings, and other specification sections for additional requirements. Bring all conflicts and discrepancies to the attention of the Architect and do not start work until such conflicts and discrepancies are clarified and corrected. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect finishes on exposed surfaces from damage by applying a temporary protective covering or wrapping before shipping. B. Store materials in accordance with manufacturer's directions to prevent deterioration until ready for installation. PART 2 - PRODUCTS 2.1 APPROVED MANUFACTURERS A. Specifications are based on named products and manufacturers. Other manufacturers must have a minimum of five (5) years of experience manufacturing products meeting or exceeding the specifications and comply with Division 01 Section “Substitution Procedures” to be considered. 2.2 DOG KENNELS A. Description: Stainless steel front to back kennels with stainless steel gate with bottom bar, 48 inches isolation with wire side panel, no drain cover, rest panel and top panels typical. B. Accessories: Lids, guillotine doors, counterweights, and all installation hardware and fasteners. C. Size/Number/Location: As indicated on Drawings. D. Finish/Color: As scheduled, selected by Architect from manufacturer’s full color range, or to match Architect’s sample. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 3 PGAL Project No. 1005964.00 E. Model/Manufacturer: Shor-Line Kennels manufactured by Shor-Line, Kansas City, Kansas; Phone: Phone: (800) 444-1579, or Architect approved equal in accordance with Paragraph 2.1. 2.3 DIRECT BATHING TUBS A. Model/Description: 1. D60L-SR (ADA) Direct Bathing Tub (60 inch LH w/Swivel Ramp). 2. D60L-SR (ADA) Direct Bathing Tub (60 inch RH w/Swivel Ramp) B. Material/Finish: 18 Gauge stainless steel/Brushed. C. Number/Location: As indicated on Drawings. D. Manufacturer: Direct Animal Products, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. 2.4 SHAMPOO RACK A. Model/Description: 800-SRQ3 (1188) Shampoo Rack (Quart) B. Material: 0.048 stainless steel. C. Number/Location: As indicated on Drawings. D. Manufacturer: TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. 2.5 DRYING TABLE A. Model/Description: D900 Drying Table B. Material/Finish: Stainless steel/Brushed. C. Number/Location: As indicated on Drawings. D. Manufacturer: Direct Animal Products, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. 2.6 FLOOR GRATE A. Model/Description: D60FG Floor Grate B. Material: HDPE/Stainless steel. C. Number/Location: As indicated on Drawings. D. Manufacturer: Direct Animal Products, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 4 PGAL Project No. 1005964.00 2.7 DRYER/BLOWER A. Model/Description: K-9 II Animal Grooming Hot Blower and Dryer. Powered by two 2.1 h.p. motor turbines, the K-9 II will produce up to 218 CFM at a flow rate of 58,329 FPM. Perfect for long, thick haired breeds and cage drying. Includes 10 feet hose, removable blower tip to vary air flow and pressure, and intake filter. 17 amps. B. Material: 18 gauge steel body with 115 volt electrical outlet on the unit. C. Number/Location: As indicated on Drawings. D. Manufacturer: Electric Cleaner sold by Valley Vet Supply, Marysville, KS; Phone: (800) 419-9524, or Architect approved equal in accordance with Paragraph 2.1. 2.8 HAIR TRAP A. Model/Description: No. 1701 “Catch-All” Hair Trap B. Features: 1. Hair Trap 2. Fits all bowls 3. 400% more capacity 4. UPC approved 5. Grey only 6. Includes 1701-G Gasket C. Contents: 1. One (1) Hair Trap 2. Two (2) Slip Nuts 3. One (1) 1-1/2 inch Washer 4. One (1) Filter/Handle Assembly 5. One (1) O-Ring D. Number/Location: As indicated on Drawings. E. Manufacturer: Marble Products International, Indianapolis, IN; Phone: (317) 288-4203, or Architect approved equal in accordance with Paragraph 2.1. 2.9 FAUCET 4 INCH WITH SPRAYER, VACUUM BREAKER, HANGER A. Model/Description: KL45-Y002-VB Faucet 4 inch with sprayer, vacuum breaker, hanger, and 72 inch light weight hose and sprayer. B. Number/Location: As indicated on Drawings. C. Direct Animal Products, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 5 PGAL Project No. 1005964.00 2.10 SELF-CONTAINED CUBER WITH BUILT-IN STORAGE BIN A. Model/Description:AM-50BAJ Air-Cooled Unit or AM-50BAJ-AD Air-Cooled ADA Compliant Unit Self-contained cuber with built-in storage bin. Confirm model with Architect. B. Fuse Size/Amperage/Voltage: 15A/3.8A/115V/60/1 C. Number/Location: As indicated on Drawings. D. Manufacturer: Hoshizaki America, Inc., Peachtree City, GA; Phone: (800) 438-6087, or Architect approved equal in accordance with Paragraph 2.1. 2.11 CAT CONDOS A. Cat Condo, 3 Unit Bank, Glass Back, Rod Doors: 1. Description: a. Cat condo constructed of 18 gauge type 304 stainless steel. b. 3/4 inch radius corners provide for easy cleaning and disinfecting of the cat condo. c. Resting shelves provide more space inside the cat condo. d. Litter box shield to hide litter box from the viewing side of the cat condo. e. Side-to-side pass-thru from cat condo area to litter area. f. Up and down pass-thru is raised to prevent fluids from spilling into bottom cat condo enclosure. g. Latch can be pad locked for secure containment. h. Heavy duty non-marking casters. i. 1/4 inch clear tempered glass backs. 2. Dimensions: 90 inches wide x 30 inches deep x 78 inches high including 4 inch high casters. 3. Model/Configuration: 1200-3 Bank (31-34-37) GB-RD. (1200-31 Left Unit/1200-34 Center Unit/1200-37 Right Unit 4. Number/Location: As indicated on Drawings. 5. Manufacturer: Tristar Vet, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. B. Cat Condo, Glass Back, LH, Litter, RH: 1. Description: a. Left Unit and Right Unit: 1) Powder coated mild steel cat condos. 2) Elevated resting platform inside cat condos. 3) Side pass-thru portal allows horizontal movement within cat condos. 4) Floor pass-thru portal allows vertical movement within cat condos. 5) Urine retaining lip helps prevent fluids from leaking into surrounding areas. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 6 PGAL Project No. 1005964.00 6) 1/4 inch tempered glass back. 7) 4 inch double ball bearing casters. Stainless steel cat condo doors will not sag. Dimensions: 29 inches W x 78 inches H x 29-1/4 inches D Cat Condos with 3 Enclosures. Model: 1200-31 Left Unit/1200-37 Right Unit b. Center Litter Unit: 1) Powder coated mild steel. 2) Side pass-thru portal allows horizontal movement into cat condo litter area. 3) Cat condo storage area above litter area 4) Urine retaining lip helps prevent fluids from leaking into surrounding areas. 5) 4 inch double ball bearing casters. 6) Dimensions: 18 inches W x 78-1/16 inches H x 30 inches D Cat Condo Kitty Litters with 6 Enclosures 7) Model: 1200-40 in color selected by Architect or Owner from manufacturer’s full range. 2. Configuration: 1200-3 Bank (31-40-37). 3. Number/Location: As indicated on Drawings. 4. Manufacturer: Tristar Vet, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. C. Cat Condo/Litter Combination Unit: 1. Description: a. Cat condo constructed of 18 gauge type 304 stainless steel. b. 3/4 inch radius corners provide for easy cleaning and disinfecting of the cat condo. c. Resting shelves provide more space inside the cat condo. d. Litter box shield to hide litter box from the viewing side of the cat condo. e. Side-to-side pass-thru from cat condo area to litter area. f. Up and down pass-thru is raised to prevent fluids from spilling into bottom cat condo enclosure. g. Latch can be pad locked for secure containment. h. Heavy duty non-marking casters. 2. Dimensions: a. Overall dimensions 38 inches W x 78 inches H x 29 inches D b. Cage dimensions 24 inches W x 24-3/4 inches H x 29 inches D c. Litter dimensions: 14 inches W x 24-3/4 inches H x 29 inches D 3. Model: 1200-50 4. Number/Location: As indicated on Drawings. 5. Manufacturer: Tristar Vet, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 7 PGAL Project No. 1005964.00 D. Isolation Unit, Double Stack: 1. Description: a. Overall dimensions 48 inches W x 71 inches H x 28 inches D b. Top Enclosure: 24 inches W x 24 inches H x 28 inches D c. Bottom Enclosure size 48 inches W x 31 inches H x 28 inches D d. Constructed of type 18GA Type 304 stainless steel. e. Removable perforated subfloor elevates patient to keep feet out of liquids. f. Fuse Size/Amperage/Voltage: 15A/3.8A/115V/60/1 g. Model 1400-20 h. Number/Location: As indicated on Drawings. i. Manufacturer: Tristar Vet, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. E. Titan Cage: 1. Description: a. Quiet sound absorption: Flimsier stainless steel makes noise when animals walk on it. b. Easy cleaning: Urine-retaining edge keeps fluids from rolling out of the cage, while the rounded corners allow you to fully clean every inch of the interior. c. No more sagging doors: 16GA stainless steel door hinges counteract sagging doors. d. One-handed closure: 12 gauge super duty slam latch, very helpful when holding a pet. e. Firm flooring: Heavy stainless means no warping or shifting over time. f. Resists leaks: Fully welded design eliminates “leaky seams” and provides added durability. g. Rust-free: All stainless steel fasteners. h. Safer than other cages: Latch can be padlocked for added safety. i. Reinforced corners: Exclusive to TriStar Vet, mean your cages will stand the test of time. j. Complete cleaning: Lift off hinges allow door to completely lift off for access to all surfaces. k. Smooth, safe finish: All edges are ground and polished; nothing to catch hair or dirt. l. Options: Confirm with Architect or Owner. 1) Top and side trim packages are available to achieve a finished look. 2) Mobile base constructed of 1-1/4 inch stainless tubing on locking casters. 2. Dimensions: 1) Per cage: 30 inches W x 30 inches H x 27 inches D. 2) Overall: 60 inches W x 65-1/4 inches H x 27 inches D on 4 inch casters. 3. Configuration: 4 cages. City of Port Arthur Animal Services Addendum No. 2 3615 Gates Blvd., Port Arthur, Texas 77642 11/27/23 MISCELLANEOUS SPECIALTIES 10 10 00 - 8 PGAL Project No. 1005964.00 4. Manufacturer: Tristar Vet, A Division TriStar Metals, Inc., Boyd, TX; Phone: (877) 459-7827 76023, or Architect approved equal in accordance with Paragraph 2.1. 2.12 COMMERCIAL CHEST FREEZER A. Description: 77 inch 24 cu. ft. Commercial Chest Freezer. B. Features: 1. All-Purpose Deep Freezer Chest. 2. Lockable lid design: heavy-duty built-in lock with key. 3. Includes 4 Caster Wheels 4. Double Door/ Lid Design. 5. 2 Movable Wire Storage Baskets). 6. Manual defrost. 7. ETL Listed for Safety and Sanitation. C. Number/Location: As indicated on Drawings. D. Model: SCF-24C E. Manufacturer: KoolMore; Phone: (718) 576-6342, or Architect approved equal in accordance with Paragraph 2.1. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify locations for items are ready for their installation. 3.2 INSTALLATION A. General: Install items level, plumb, square, accurately aligned, secure, and correctly located in accordance with manufacturer's instructions. Confirm location with Architect prior to installation. B. Install dog kennels on sloped concrete floor with curb where indicated. General Contractor to coordinate cutting top of kennel around structure as required. C. Fastening to In-Place Construction: Provide anchorage devices and fasteners where miscellaneous specialties are required to be fastened to in-place construction. 3.3 CLEANING AND ADJUSTING A. Remove temporary protective coverings, if any. B. Clean all items of dirt and foreign matter which may affect appearance. Do not use harsh cleaning materials or methods that would damage the finish. C. Touch up damaged finishes with manufacturer’s matching touch up paint. Question Answer: 1 Has there been any discussions or requests to push the bid date back a week. I have spoken to a few interested vendors and subcontractors who are unsure if they will be bidding, due to committed dates with Thanksgiving being the following day. The bid date was moved to 12/06/2023 2 Exterior walls need to know stud size and confirming exterior walls at insulated wall panels do not get sheathing. Missing interior elevations for rooms: 122, 123, 124, & 126. Refer to Sheets A7.50, A7.51, A7.52, A7.53, A7.70, A7.71, A8.02, A8.03, Refer to interior elevation. 3 Specification 07 11 13 Bituminum Dampproofing is provided, however, I do not see anywhere it is called out in the plans. The exterior masonry walls are single-wyth and do not receive any dampproofing. Please advise.This section was removed form specification refer. Add #1 4 Specification 07 27 26 Fluid Applied Membrane Air Barrier is provided, however, there is no exterior sheathing for this product to be applied. Please advise. This section was removed from the specifications refer. Add #1 5 Power to irrigation controller not shown. Refer to revised sheet EP2.00 attached. 6 Irrigation main, tap, and meter are not coordinated with Civil drawings. Please advise.Refer to revised sheet C4.01 attached. 7 Structural Sheet S505 provides typical head of wall steel bracing / supports for joisted metal deck construction. This does not apply to our project. Please advise on head of wall supports for PEMB purlin attachment.Refer S505 8 Regarding storm tie-ins for downspouts, there are no provisions to tie-in any downspouts at the Kennel Building. This may be intentional, but would like to confirm. Correct. 9 Plan Sheet M7.01 "Mechanical Specifications" is not provided within the plan-set.M7 .01 will be removed from the sheet index. 10 Please provide information or product data to price the "Building Graphic" called out on elevation 1/A6.01. The rendering on the cover page shows a multichromatic dog head. An allowance of $12,000 to cover the the building graphic 11 No specification provided for motorized gate operator. Please advise.Refer to Addemdum #1 12 The specified precast fencing contractor has declined to bid the project due to its location. Are there any other similar manufacturers that are approved? Please advise.Contact Laura Sheffy : Laura@fencecrete.com (832) 922-1920 13 Please confirm if all PEMB end and side walls are open to roof structure at the Kennel Building. Details show masonry infill up to 8'-0" and exterior stud infilled above to bottom of purlin. No PEMB wall girts to be provided for any exterior wall at the Kennel Building. Hat channels for vertical wall panels to be fastened directly to metal studs at this building only. Please advise. Refer to revised sheet A7.51 attached 14 Keynote P9.3 on sheet P2.11 indicates the trench drain flushing system to be owner provided and contractor installed. There is no information provided to provide an installation price for the system. The flushing system is not depicted on any plumbing plan or riser diagram. Please provide additional information for pricing.Refer to revised sheet P2.11 attached 15 Regarding the trench drain system at the dog kennels; notes on the drawings and plumbing schedule indicate to reference specifications for product information. Specifications do no include any product information regarding the trench drains. I do see a detail 18/P6.01 referencing the trench drain, but It is noted as the laundry trench drain. Please advise.Refer to revised sheet P2.11 and P6.01 attached 16 Landscaping Sheet L3.1 shows a lot of irrigation and valves directly South of the Southernmost dog yard. This area is very congested with condensing units, transformer, generator, etc. Please advise if irrigation should be reconfigured at this area.Refer to revised sheet L3.01.11 attached 17 Is the owner wanting sealed or polished concrete at SC01 designations? If polished, then we will need the spec from the Concrete Polishing Council they are wanting. Also, spec’s identify H&C Endurapolish as the approved product, and Section 03 3000 page 7 it identifies Retroplate 99 as the preferred product. Polished concrete, Refer finish schedule 18 Will building permit fee be waived ?Yes, the permit fee will be waived 20 Will knox boxes be required ?Yes. 21 Does Structural Engineer provide Windstorm Inspections as part of their design scope ?Yes 22 Section 015000, Page 2 – shows contractor to pay for sewer, water, and electrical charges. Should the City of Port Arthur provide this ?Contractor to provide 23 Section 033000, Page 3, Item 1.7 Quality Assurance “C” – refers to Section 014523 for testing but no section is in Project Manual ?Also Section 033000, Page 6, 2.6 – refers to “Fiber Reinforcement” are there any ? Refer to atatched specification section 01 45 23. No fiber reinforcement 24 Please see sheet A4.01. Take note of the “equipment list notes” listed on the right side of the page. Now see sheet A8.02. These toilet accessory tags do not correspond with one another. Also, on sheet A4.01 they call for a 36” grab bar and a toilet tissue dispenser in rooms 135 and 133. Is that correct? Please advise.Refer to revised sheet A4.01, A8.02 attached. 25 Please see sheet A8.01 at elevations 1 and 5. Please advise the size of the “custom graphic” for the MB01 markerboards. Also, are the MB01 and MB02 markerboards glass markerboards? Yes, they are glass markerboards. The size of the custom graphic will be with the markerboard. 26 On the same sheet, the MB01 markerboards scale off to 5’-6” X 8’-8” tall. Is this correct? Yes 27 See sheet A2.12. Keyed note #33 calls for a “6’ dry erase markerboard / 2’ tack board”. Please advise what this looks like. No tackboard needed. Only 6'W X4' H Markerboard. Refer specifications 28 See spec section 102600 (Wall & Door Protection). Location for corner guards as called out in specs reads “Main Lobby”. On sheet A0.20 of floor plans it calls for corner guards in corridor 136 only. Where are we to provide corner guards? Corner guard at corridor 1.36 29 See spec section 105113 (Metal Lockers). Section 2.2 part A1 & 2 call for lockers to be 12” X 12”. Plans call for them to be 15” X 18”. What size lockers are we to figure?15"X18" Lockers is correct 30 Please see sheet A0.20 of floor plans. Item TP01 calls for toilet partitions to be Hiny Hiders by Scranton which is solid plastic material. Specs call for Phenolic Core material by ASI Global. Which are we to figure?Scranton NOT ASI Global 31 Please see section 102113.17 (Phenolic Core Toilet Compartments). Part 2.2 H1 calls for “Dark Core Phenolic”. Part I calls for “Through Color Phenolic”. If we are to figure phenolic material, do we need to figure dark core, or color through?Dark core Phenolic 32 Does the 6” wall inside the girt have to be 16GA? Ref. Sec.8/A7.70 Refer A7.70 33 FireLite acceptable for fire alarm? outline in Specification 28 46 00 section 1.4/ B. Alternate Manufacturers 34 Markerboards for the 4 offices is not specified.Refer Specification 10 11 00 attached. 35 Per Sheet A6.01 – 6” Wide Alum. Cladding over insulated metal wall panels is shown. Please confirm that we are wanting the Alum Cladding to go over insulated metal wall panels. Yes- cladding to go over insulated metal panel. Basis of design is a Karrier Panel by kingspan 36 Spec Sections 09 84 40 “ Acoustical Metal Wall Panels” calls out for Acoustical Perforated Metal Panels. There does not seem to be a location shown for these panels on the documents. Please advise.Project does not have accoustic metal wall panel 37 AWI Certification is required on this project. Can there be an exemption for this requirement for the millwork?Yes, but AWI standards are to be followed 38 Are there any allowances for the project? None listed in specs.Yes, $12,000 graphics and $100,000 access control allowance. 39 Plumbing fixture LT-1 located in Medical Area #132 is not identified on the plumbing schedule. Please advise.LT-1 is a utility sink - Refer specification. 40 Millwork elevation 12/A8.65 is missing a countertop callout. Keynote #9 on 2/A4.01 calls for this top to be stainless. Please confirm.Stainless steel countertop is correct 41 Enlarged plan 2/A4.01 calls out equipment E-113 Large Commercial Chest Freezer. No other reference or information is provided for this freezer. Electrical power plan does not show dedicated power for freezer. Please advise if this freezer is OFOI. Please advise on power req's.Freezer to be provided and installed by Contractor. Owner to approve chest freezer prior to installation. Refer specification 42 Refer to 2/A4.01, Euthanasia Room 135. Utility sink noted at E-116 is NOT shown or scheduled on the plumbing drawings. There is no water or drainage provisions for this sink on the plumbing drawings No sink need at this location 43 Locker room ADA benches called out per note #5 on sheet A4.01 are not specified. Please provide information on what type of bench should be provided. 42 Inches Wide Salsbury ADA Locker Benchor equivalent 44 Please advise is masonry kennel divider walls located in Quarantine 155 & 153 can terminate above ceiling in lieu of underside of structure. Extend to deck 45 A0.20 Finish Legend calls for "SB01" Bio-Prism shower basins by Inpro. Detail 4/A9/00 concurs and shows built in place shower enclosures with the proposed "SB01" shower basin. However, plumbing drawings and schedule contradict and note these shower units to be a typical pre-fab units (but do not specify them). Please advise if shower units are to pre-fab units per plumbing No Prefab. Only built-in as detailed on 4/A9.00 FRP is noted on Sheet A0.20 as "FRP01". There are no plan callouts for FRP locations. Please advise. Typically, we have seen FRP walls in cat areas to allow for better cleanability in those locations.FRP is used at some doors and Janitor. 46 Transaction window "HM-01" is shown at Reception 101. We've never seen a hollow metal transaction window. Please provide a manufacturer or product data for pricing.Fyre-Tec Series 900 Horizontal Slider or equivalent product. 47 Specification 09 24 00-Cement Plastering is provided, but no locations are found in plans. Please advise This section will be removed form the specifications 48 Specification 04 72 00-Cast Stone Masonry is provided, but no locations are found in plans. Please advise This section will be removed form the specifications 49 Specification 08 21 16-Aluminum Frames is provided for Raco type door frames, but no locations are found in plans. Please advise No Raco type frame in this project. 50 Specification 09 84 40-Acoustical Metal Wall Panels is provided, but no locations are found in plans. Please advise This section will be removed form the specifications 51 There are no flagpoles shown on plans or specified. Please advise if flagpoles are desired. If not, please eliminate flagpole lighting and circuitry on MEP-101 No flagpoles 52 Please clarify the metal panel scope at the dumpster enclosure. Which panels are to be used at this location?Refer Addendum #1 Specifications 53 Paragraph 1.3 E Is FM Global wind design required (listed or equivalent)? What is the FMG Design requirement?FM Global requirements does not apply to this project 54 Paragraph 2.2.C What wall(s) is the Exterior Aggregate Finish required?Kennel CMU Walls 55 Paragraph 2.2.D.2 Cannot find the IMP panel widths on the drawings. Please identify.See below 56 Paragraph 2.2.D.6 Lists 3 alternate vertical joint conditions. Which one is to be used? Also, related, what are the panel lengths (Left to Right) for the flat smooth horizontal panels on the . face behind the signage? 2.2.D.6 Option B is basis of design, Contractor to determine panels length 57 Please verify IMP-01 = Shadowline Profile 42" wide IMP-02 = Optimo Profile 40" wide IMP-03 = Optimo Profile 40" wide ALUM= the back up wall system is Karrier Panel 42" wide IPM 01- 42" Wide (Shadowline - Dove Gray), IMP 02 - 30" WIDE (Optimo - Dove Gray), IMP 03 - 30" Wide (Mini-Wave-Dark Bronze), Alum Karrier Panel - 42" wide (Alumboard - Medium Cherry) 58 Plumbing fixture notations, on Sheet P2.11, not found in plumbing fixture schedule: SS-1, LT-1, L-2, U-2, CS-1. Please advise Refer to revised sheet P2.11 attached. 59 Plumbing Detail 10 on Sheet P6.01 depicts trap guards. Are these allowed in lieu of the trap primers? Per building official, the City of Port Arthur prefers trap primers over trap guards. 60 Can an equipment schedule be provided with model numbers or manufacturer make? Most equipment number callouts do not have any product specified. Refer to revised sheet A2.12 attahced. 61 Is the Sterilizing equipment OFOI? If not, please advise as the specifications indicate to confirm with Owner on which of the three models specified is desired.Sterilizing equipment is CFCI. 62 Is the LED Surgical or Exam Light to be OFOI? If not, please advise as the specifications indicate to confirm with Owner on which of the three model numbers specified is desired. LED Surgical or Exam Light. CFCI 63 Ice maker is called out in Animal Equipment spec 11 20 00.M, but shown on elevation 1/A8.65 to be Owner provided. Please advise.The ice maker will be OFCI. 64 No specification provided for equipment E-110 Narcotic Cabinet, shown on 19/A8.65.Refer to revised sheet A2.12 attached. 65 Specification provided for Large Pet Scale, and detail provided on 1/A9.00. There is no plan reference to this scale. We will assume a quantity of (1ea) unless directed otherwise.yes. 66 Equipment Floor plan A2.12 denotes all shelving in Dry Storage 139 to be Stainless Steel. Architectural elevations 3 & 13/A8.03 contradict and identify these shelves as E-120 and E-120 . which call for custom movable powder coated units with glass backs and stainless-steel shelves. Please advise. Please provide specifications for powder coated units and stainless steel . shelving units.Stainless Steel shelves is correct 67 Please provide specification or acceptable manufacturer for typical stainless-steel tables. None specified. Refer to equipment #E-108,TriStar Vet, Direct Animal Products, Shore-Line are acceptable manufacturers 68 Please provide specification or acceptable manufacturer for typical stainless steel wall shelving. None specified. Refer to equipment #E-117, E-120 E-117 is Chrome wire wall mounted shelving , E-120 is Chrome Wire Shelving Unit. Refer to Uline 72"x24"x72" or equivalent- (800) 285 5510 69 Please provide specification or acceptable manufacturer #E-109 Fold-up Exam Table.Refer to Shor-Line or TriStar Vet Classic Flat Surgery Table. 70 Please provide specification or acceptable manufacturer #E-101 Classic Flat Top Surgery Table.Refer to Shor-Line or TriStar Vet Classic Flat Surgery Table. 71 Refer to typical dog kennel enclosures. Each dog kennel is specified to have a guillotine style door on the interior side of the exterior wall opening. Typically, we see saloon style doors. Required for the exterior side of the kennel wall opening. Currently, there is nothing specified for the exterior side of the kennel openings.Saloon door to be provided at exterior wall 72 No power is shown for pet dryer, assuming that the dryer will be located on the stainless-steel table in the Southeast corner of Dog Wash 130. Refer to revised EP2.11 attached. 73 Please provide specification for stainless steel lower cabinet units located in Laundry 120 (18/A8.03) and Dry Storage 139 (3/A8.03). Finish Plan A2.20 shows in the "CASEWORK TAG . DESIGNATION" chart that all stainless-steel base cabinets are associated with a Tristar model number, however no model numbers are provided.Refer to revised sheet A2.12 attached. 74 Drawing A0.50 - proposed building plaque shows space for “Construction Manager Agent – “ is there a Construction Manager on this project ? No 75 Drawing A1.01, Note 11 – shows 8’ tall concrete wall fence reference specifications while drawing A1.20 Detail 7 shows precast concrete fence wall with beam and drilled footing – we need more information for specifics on foundation design ? the precast concrete fence manufacturer will provide foundation detail. Contact Laura Sheffy : Laura@fencecrete.com (832) 922- 1920 76 Structural Drawings S-505, Details 3, 4, 5, 6, 7, 8 and 10 shows bar joist, etc. is there a joist plan that shows where these details tie-back to ? Refer to revised sheet S505 attached. 77 Please see attached specs for the FireLite Alarm System by Honeywell. The City uses this system currently in some of its buildings. We are asking if this system can be added as an approved equal for this project. For substitution to be evaluated contractor shall follow procedure outline in Specification 28 46 00 section 1.4/ B. Alternate Manufacturers 78 Sheet MEP1.01 has notes E7.3 and E7.4 that show transformer and terminal poles from the power company. Please advise if these costs are to be between the owner and Entergy or if the General Contractor would pick up these costs. Terminal pole to be provided by GC 79 Sheet A8.02 Detail 16 has E-117 noted. These seem to be cages but E-117 is labeled as SS wall mounted shelves such as on Detail 14 of this same sheet. Please advise. E-117 Note to be amended to E-118 80 Sheet A8.03 Notes Key Note 16 in various Details. (Detail 9, 14, 18, and 1/2) Note 16 refers to hose reels and it seems Details 1 and 2 are correct – please advise if the other details are meant to show Note 16 as well. Note 16 to be replaced with note 18 at detail 9, 14. Note 16 to be removed from detail 18. Detail 1 & 2 show the right note 81 Equipment Item E-114 seems to refer to custom movable cat condos with the back glass as shown on Detail 14 of A8.03. Details 3 and 18 on Sheet A8.03 notes E-114 in locations that seem to be shelves. Sheet A8.65 also has E-114 labeled on Details 6, 10, 13, and 17 also have this note in areas that seem to be shelves. Please advise. On details 3, 18 and Note E-114 to be replaced with note E-117- Chrome wire wall mounted shelving. On A8.65, note E-114 to be replaced with note E-120 on details 6,10,13,17 82 Sheet A2.20 Finish Plan – shows Corridor 109 and Corridor 110 to have CT-1B Base. Per the finish plan legend no Sheet A2.20 and Sheet A0.20 there is no CT-1B Base. Please advise if this is mean to be Ceramic Tile or Rubber Base to match the rest of the hallway.Base revised to RB01 ON A2.20. see attached 83 The Cat Cando Specifications seems to differ from the custom set up shown on the drawings Sheet A8.03 Details 5 and 10. Please advise if we are to bid per the drawing layout shown on these details. Bid per drawing layout 84 Welded Wire steel fencing is called out in specs, but is not shown on plans. Verify location.No Welded Wire steel fence in the project 85 Multiple subs are stating that the ground will be to sandy for lime to work on the sub soil for parking lot. Can submit RFI on this if need be. We will re-evaluate during construction if needed 86 Pedestal Bench called out in plans but no specs or location. #3 Pedestal bench not in scope 87 Require specs for under counter safe. Do we provide or owner? #8 To be provided by owner. 88 Require specs for file cabinets. #28 Owner to provide file cabinets 89 Require specs for Stainless Steel Table #E-108 Refer Equipment schedule onA2.12 90 Require specs for “Economy Double Door Narcotic Cabinet” #E-110 Refer Equipment schedule onA2.12 91 Require Specs for “Internal Disposable Containers for Sharp Objects” #E-111 Refer Equipment schedule onA2.12 92 Require specs for #E-114 & E-115 Refer Equipment schedule onA2.12 93 Require specs for E-117 thru E-121 Refer Equipment schedule onA2.12 94 Corner guards spec’d “Schluter – Jolly #A100ACG” is designed for tile application. We assume we would want corner guards designed for drywall installation?correct 95 The following bid forms did not scan correctly in the specification manual. See examples attached (Affidavit, Conflict of Interest, SB252 Chap 2252 Certificate), House Bill 89 Verification, Non Collusion Corrected forms are included in this addendum 96 Will you accept Tri-Star Metals as an alternate supplier for kennels?yes 97 Is owner or contractor responsible for supplying SS shelving, SS tables, etc..?CFCI 98 Require specs for roof access ladders.Refer attachment 99 “Pedestal Bench” is called out in specs and Equipment Schedule but cannot locate on plans.Pedestal bench not in scope 100 Contengency? A contengency of $300,000 CITY OF PORT ARTHUR, TEXAS BID SHEET BID FOR: Construction of Animal Shelter BID DUE DATE: December 6, 2023 DESCRIPTION WORKING DAYS TO COMPLETE COST CONSTRUCTION OF ANIMAL SHELTER $ CONTINGENCY $ 300,000.00 TOAL COST $ ___________________________________ _____________________________________ COMPANY NAME STREET ADDRESS __________________________________ _____________________________________ SIGNATURE OF BIDDER P.O. BOX ___________________________________ _____________________________________ PRINT OR TYPE NAME CITY STATE ZIP ___________________________________ _____________________________________ TITLE AREA CODE TELEPHONE NO ___________________________________ _____________________________________ EMAIL FAX NO.