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SOAP TANKSOAP TANKABCDE123FREEZER(BY OTHERS)REFRIGERATOR(BY OTHERS)REFRIGERATOR(BY OTHERS)ICE MAKER(BY OTHERS)SODA DISP.(BY OTHERS)AA-1.1BA-1.1CA-1.142'-11" ROOF OVERALL3'-0"4'-0"39'-4" BUILDING OVERALL7"3'-4"3'-4"28'-8"23'-10"
<br />7"22'-8"7"
<br />3'-4"8"3'-4"3'-4"8"4'-0"3'-4"8"3'-4"10'-8"29'-10" ROOF OVERALL
<br />7"28'-8"7"
<br />4'-5 1/8"4'-5 3/4"
<br />R.O.
<br />4'-5 1/8"10'-10 1/4"4'-5 3/4"
<br />R.O.2'-8"22'-8"3'-4"2/A-24/A-21/A-2
<br />3/A-21 321'-6"2'-6"MIN.1'-5 1/2"5'-4"3'-4"3'-4"3'-4"5'-4"1'-6 3/8"1'-6"1'-6 3/8"1'-6"1'-6 3/8"1'-6"1'-5 1/2"5'-4"2'-10"3'-4"4'-0"1'-3"1'-3 3/8"1'-6"1'-6 3/8"2'-0"
<br />2'-0"
<br />3'-10"2'-4"
<br />4'-8 3/8"
<br />(44" MIN.)
<br />4"4"4"4"4"4"4"
<br />3'-2"
<br />1'-8"3'-2"1'-8"6'-2"
<br />5'-4"3'-8 3/8"
<br />(44" MIN.)1'-6"3'-0"2'-4"
<br />5'-4"21'-0"16'-8"1'-8 1/2"1'-8 1/2"7 1/2"2"4'-0"1'-4"4'-0"
<br />R.O.
<br />15'-4"4'-0"
<br />2'-0"4'-0"
<br />R.O.
<br />4'-0"
<br />FROM C.M.U. FACE
<br />3'-0"
<br />3'-0"51067985'-4"5'-4"4"5'-4"5'-4"HVAC EXTERIORCONDENSER UNIT(SITE INSTALLED)43'-4"8'-8"15'-10"1'-5 1/2"7'-2"1'-10"8x8 DF#1 HEADER
<br />@ 7'-4" A.F.F.
<br />6x8 DF#1 HEADER
<br />@ 7'-4" A.F.F.HD(2) 2x6HD(2) 2x6HD(2) 2x6HD(2) 2x6HD(2) 2x6HD(2) 2x6HD(2) 2x8HD(2) 2x8HD(2) 2x82'-8"
<br />B5'-4"B2'-8"
<br />B10'-2"B12'-6"B15'-0"B9'-4"
<br />C
<br />3'-4"
<br />B
<br />22'-8"A10'-0"C3'-0"C3'-8"C10'-10"
<br />C
<br />4'-5"
<br />C
<br />4'-5"
<br />C
<br />4'-0"
<br />C
<br />4'-0"
<br />C6'-8"29'-4"
<br />2 4'-8"22'-0"
<br />2
<br />3'-4"
<br />2
<br />1'-4"
<br />1
<br />15'-4"
<br />1
<br />4'-0"
<br />B
<br />9'-4"
<br />A
<br />8'-8"A2'-8"A3'-4"
<br />B
<br />16'-8"A9'-4"
<br />CUTILITY CHASEFLOOR: SEALED CONCRETEACCESSIBLEWOMEN'S RRFLOOR: SEALED CONCRETEACCESSIBLEMEN'S RRFLOOR: SEALED CONCRETEACCESSIBLEALL GENDER RRFLOOR: SEALED CONCRETECONCESSIONFLOOR: TILESSTORAGEFLOOR: TILESSTORAGEFLOOR: SEALED CONCRETESHELF(BY OTHERS)SHELF(BY OTHERS)SHELF(BY OTHERS)A-15-Aug-21 4:34 PM
<br />FLOOR PLANSCALE: 3/8"=1'-0"1A-1FLOOR PLAN, STRUCTURAL DESIGN& SCHEDULESDESCRIPTIONSTRUCTURAL DESIGNCOMPONENTSLABPERIMETER FRAMEWORKWALLSFRAMING (EXT.)SPECIFIC MATERIAL LISTNOTESREINFORCEMENTL 6"x6"x5/16"#4 MIN. GRADE 60 TOP: 8" O.C. EACH WAY - BOT: 16" O.C. EACH WAY FRAMING (INT.)TO CAP BEAMC.M.U.BLOCKCAP BEAMROOFTO CAP BEAMC.M.U. BLOCKCAP BEAMCONCRETESTRUCTURAL STEELREBAR MAT DESIGN8" MAT DESIGNDESIGN BASIS IS MIN. 2500 PSISTEELHSS 5x4x1/8 / 6x4x1/8 / 6x4x5/16 (A1085 / A 500 Grade B) - PER PLANSTEELABOVE CAP BEAMSHEATHING (ABOVE CAP BEAM)STARTER BARSCONNECTION TOCONCRETE SLAB SHALLBE WITH 2 PART EPOXYw/ 5" MIN. EMBED DEPTHREBAR CONNECTION TOCONCRETE SLABNOTE #1WOODALL OTHER WALLSWOOD5/8" SHEATHING TOP & BOTTOM - U.N.O.SHEATHINGWOOD2x8 DF#2 OR BETTER @ 24" O.C.RAFTERS WOOD2x8 DF#2 OR BETTER @ 24" O.C.LOOKOUTSWOOD2x4 DF#2 OR BETTER STUDS @ 16" O.C.ABOVE CAP BEAMWOOD2x4 / 2x8 DF#2 OR BETTER STUDS @ 16" O.C.USE OF ADHESIVEANCHORAGE SYSTEM BYPROVISIONS OF CODEREPORT ESR-3903 ANDMANUFACTURERRECOMMENDATIONSRED HEAD A7+ EPOXY (OR EQUAL)FASCIAWOOD2x8 DF#2 OR BETTER WRAPPED w/ 16 GA. FORMED STEELUSE TYPE 'S' FINE GROUTw/ A SLUMP OF 10"-11" FORA "HIGH LIFT" GROUT POUR.GROUT POUR HEIGHT NOTTO EXCEED 12'-8"USE TYPE 'S' FINE GROUTw/ A SLUMP OF 10"-11" FORA "HIGH LIFT" GROUT POUR.GROUT POUR HEIGHT NOTTO EXCEED 12'-8"NOTE #27/16" SHEATHING BOTH SIDESNOTES:1. INTEGRAL ADDITIVES FOR MOISTURE, STAINING & CORROSION RESISTANCE.2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (UTILITY CHASE SIDE & STORAGE)HSS 5x4x1/8 / 6x4x1/8 (A1085 / A 500 Grade B) - PER PLANGENERAL SHEET NOTES:1. LOCATION OF ALL PLUMBING & ELECTRICALCOMPONENTS IN THE UTILITY CHASE ARESUBJECT TO CHANGE, FINAL LOCATIONS TBD.4 x 8 x 16 CONCRETE BLOCK. GROUT EVERY CELL w/ TYPE 'S'FINE GROUT.REINFORCING:HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE#4 REBAR @ END OF WALLS, @ EACH SIDE OFOPENINGS, AND @ 10'-0" O.C. MAX.4 x 8 x 16 CONCRETE BLOCK. GROUT EVERY CELL w/ TYPE 'S'FINE GROUT.REINFORCING:HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE#4 REBAR @ END OF WALLS, @ EACH SIDE OFOPENINGS, AND @ 10'-0" O.C. MAX.These documents are applicable only to the elements and loading criteriaspecifically provided herein. These documents shall not be construed in anyway to specify, certify or design any aspects of the building not containedherein. Specified design criteria are based solely on information provided bythe client and must be verified and approved by the local authority havingjurisdiction. ICC NTA, LLC is not responsible for fabrication or erection. If itis suspected that these documents have been modified, substituted or alteredin any way, contact ICC NTA, LLC at (574) 773-7975 to obtain a file copy.ICC NTA, LLC, 305 N Oakland AveNappanee, Indiana 46550STRUCTURAL ONLYThis certification is for structural design only. All other matters of codecompliance including but not limited to allowable area, fire resistance, andegress are the responsibility of others.Job No.Current Date:Drawn by:Checked by:COPYRIGHT 2021, PUBLIC RESTROOM COMPANY THISMATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLICR E S T R O O M C O M P A N Y A N D S H A L L N O T B EREPRODUCED, USED, OR DISCLOSED TO OTHERSE X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E NPERMISSION OF PUBLIC RESTROOM COMPANY11005CITY of TRACYTracy, CANo.DescriptionDateStart Date:SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:06/08/2021DO NOT SCALE - DIMENSIONS PRESIDE24x36 SHEET = SCALE AS NOTED11x17 SHEET = NTSKMNS08/05/20212587 Business Pkwy, Minden, NV 89423Ph: 888-888-2060 Fax: 888-888-1448Building Better Places To Go.LEGACY FILEDS PHASE 1ETracy, CALEGACY FILEDS PHASE 1E - Tracy, CACONSTRUCTION DOCUMENTS08/05/2021CONSTRUCTION DOCUMENTS - 08/05/2021 WOOD SHEAR WALL SCHEDULETYPENAILINGMARK17/16" BOTH SIDES8d NAILS(0.131" x 2.5")6" O.C. EDGE12" O.C. FIELDSILL PLATE ANCHORS2x8 DF#2 ORBETTER @ 16" O.C. /(2) 2x8 P.T.5/8" F1554 GR 36THREADED ROD48" O.C. (MIN. 4" & MAX 12" FROMENDS - MIN. (2) PER WALL PANEL)SHEATHINGHOLDOWNMODEL STUDS(2) 2x8 DF#2 ORBETTERSIMPSONDTT2ZHDSTUDS /SILL PLATESLOCATION & BLOCKC.M.U. SHEAR WALL SCHEDULEMARK & TYPEREINFORCEMENTCAP BEAMC4" C.M.U. 4 x 8 x 16 FULLY GROUTEDHSS 5 x 4 x 1/8A4" C.M.U. 4 x 8 x 16 FULLY GROUTEDHSS 6 x 4 x 5/1627/16" BOTH SIDES8d NAILS(0.131" x 2.5")6" O.C. EDGE12" O.C. FIELD2x6 DF#2 ORBETTER @ 16" O.C. /(2) 2x6 P.T.5/8" F1554 GR 36THREADED ROD48" O.C. (MIN. 4" & MAX 12" FROMENDS - MIN. (2) PER WALL PANEL)(2) 2x6 DF#2 ORBETTERSIMPSONDTT2ZHORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE #4 REBAR @ ENDOF WALLS, @ EACH SIDE OF OPENINGS, AND @ 10'-0" O.C. MAX.HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE #4 REBAR @ ENDOF WALLS, @ EACH SIDE OF OPENINGS, AND @ 10'-0" O.C. MAX.WALL LEGEND:4" C.M.U. PRECISION GRAY4" C.M.U. PRECISION GRAY - LOW WALLP.T. 2x4 DF#1 STUDS @ 16" O.C. w/ 3 1/2" RIGID INSULATION2x6 DF#1 STUDS @ 16" O.C. w/ R-19 BATT INSULATION2x8 DF#1 STUDS @ 16" O.C. w/ R-21 BATT INSULATION1st. - 5th. COURSE - 4" C.M.U. SPLIT FACE6th. - 7th. COURSE - 4" C.M.U. PRECISION8th. COURSE - CAP BEAM - 4" C.M.U. SPLIT FACEWOOD3 1/2" x 12" GLULAM 24F-V8 DF/DFRIDGE BEAMSWOOD FRAMED WALLSWOOD2x6 / 2x8 DF#2 OR BETTER STUDS @ 16" O.C.WOOD3/4" PLYWOOD NOTE #2PONY WALLS ABOVE CAP BEAM w/ INSUL. (INT.)WOODPONY WALLS ABOVE CAP BEAM w/ INSUL. (EXT.)7/16" O.S.B.NOTE #2NOTE:DIMENSIONS ARE FOR DOORSONLY, FRAMES ARE NOT INCLUDED.123436"SHUTTERCONCESSIONSHUTTERCONCESSION9876WINDOWREADY ACCESSWINDOWREADY ACCESS536"36"49 1/4"47 1/2"47 1/2"49 1/4"1036"DOOR, GATE, FRAME, HARDWARE & WINDOW SCHEDULEDOORNO.ROOM NAME SIZE1DOORTYPE2FRAMETYPE3.aHINGE4LOCK5.aCLOSER5.b / 5.cPULL PLATEOUTSIDE5.dTHRESH5.eSWEEP6OTHER5.b / 5.cPULL PLATEINSIDE1.b 2.a CONT. 4.a.2 YES1ACCESSIBLEWOMEN'S RR6.b , 6.e23'-0" x 7'-0"NO NO3NOCONCESSION51.a 2.a CONT.YES6.c, 6.d4.a.1UTILITY CHASEACCESSIBLEMEN'S RR4ALL GENDER RR1.a 2.a CONT. 4.a.1 NO6.fVRT24C270A1.b 2.a CONT. 4.a.2 YES6.b , 6.eNO NO1.a 2.a CONT. 4.a.1 YES6.bNO NO678910WINDOWSHUTTERCONCESSIONWINDOWSTORAGECONCESSIONWINDOWWINDOWSHUTTERSKYLIGHTSSOLATUBE 160 DSREADY ACCESS #600 SERIES SELF CLOSING SLIDER w/ RESTRICTOR PANEL FOR 216 SQ. IN. SERVICE OPENING TOCOMPLY w/ CA CODE - INSULATED DUAL PANE TEMPERED GLASS - MIL. FINISH U-FACTOR: 0.81, SHGC: 0.45, VT: 0.47READY ACCESS #600 SERIES SELF CLOSING SLIDER w/ RESTRICTOR PANEL FOR 216 SQ. IN. SERVICE OPENING TOCOMPLY w/ CA CODE - INSULATED DUAL PANE TEMPERED GLASS - MIL. FINISH U-FACTOR: 0.81, SHGC: 0.45, VT: 0.4748 3/4" W x44 3/4" H47 1/2" W x43 1/2" H47 1/2" W x43 1/2" H48 3/4" W x44 3/4" H1.a 2.a CONT. 4.a.3 NO6.eNO3'-0" x 7'-0"3'-0" x 7'-0"3'-0" x 7'-0"3'-0" x 7'-0"3'-0" x 7'-0"NOTES:1. DOOR / GATES / SHUTTERS TYPES:a) 14 GA. GALVANIZED HOLLOW METALb) GATE: CUSTOM MADE MILLED STEEL PAINTED "SEE THRU" DOOR IN 14GA.PAINTED H.M. FRAME w/ 12" BOTTOM KICK PLATE . PROVIDE PERFORATEDMETAL SCREEN @ INTERIOR SIDE2. DOOR FRAMES :a) 14 GA. GALVANIZED HOLLOW METAL WELDED JAMBS3. HINGE SPECSa) CONT = PEMKO KCFM-83" HD CONTINUOUS GEAR HINGE w/ STAINLESS STEELVANDAL RESISTANT SCREWS.4. LOCKSa) DEADBOLT: BEST 8T SERIES SMALL INTERCHANGEABLE CORE w/ 7-PIN HOUSING1) 8T3-7-K-STK-626-CS - KEY EXT. SIDE, ADA TURN LEVER INT. SIDE2) 8T3-7-S-STK-626-CS - KEY EXT. SIDE, LATCH INT. SIDE UNLOCKS ONLY3) 8T3-7-M-STK-626-CS - KEY BOTH SIDES w/ BEST 12-633 5" BACKSET5. HARDWARE SPECSa) CLOSER: LCN 4211 (add CUSH ARM for out Swing doors)b) PUSH / PULL PLATES: ROCKWOOD VRT24C x 91CFC WITH BLACK COOL COATINGHANDLE (FOR DOORS), TRIMCO 1017-3 (FOR GATES)c) RECESSED PULL: CUSTOM S.S.d) THRESH: PEMKO (#229A FOR TILED FLOORS, #270A FOR NON-TILED FLOORS)e) SWEEP: PEMKO 321 SSN6. OTHERa) PROVIDE CHECK CHAIN (Ives CS 115-25)b) MAGNETIC LOCKS - M62 SECURITRON SYSTEMc) PROVIDE WEATHER STRIP - PEMKO 303-S (for insulated buildings)d) PROVIDE AIR CURTAIN - SEE ELECTRICAL SHEET E-1e) PROVIDE HOLD OPEN ATTACHMENTf) DOOR STOPNOTRIMCO 1017-3NO229A36"36"1.a 2.a CONT. 4.a.3 NO6.eNO RECESSED S.S. NO1.a 2.a CONT. 4.a.1 NO6.a , 6.c270A 321 SSN91CFC321 SSN321 SSN321 SSN321 SSNTRIMCO 1017-3VRT24CVRT24CVRT24C91CFC91CFC91CFCRECESSED S.S.B4" C.M.U. 4 x 8 x 16 FULLY GROUTEDHORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE #4 REBAR @ ENDOF WALLS, @ EACH SIDE OF OPENINGS, AND @ 10'-0" O.C. MAX.HSS 6 x 4 x 1/808/09/2021NTA, Inc., 305 N Oakland AveNappanee, Indiana 46550R EG ISTER
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<br />C J.TOMPOSCIVIL09-30-2022
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