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SD-2P.R.C. STANDARD DETAILS5-Aug-21 4:35 PM THIS DOCUMENT CONTAINS PROPRIETARYINFORMATION AND THEREFORE SHALL NOTBE REPRODUCED, USED OR DISCLOSED TOOTHERS EXCEPT TO CONSULTANTSAUTHORIZED BY PUBLIC RESTROOMCOMPANY TO PROVIDE PROFESSIONALE N G I N E E R I N G S E R V I C E S .FOR INTERNAL USE ONLYThese 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 DOCUMENTS08/05/202108/09/2021NTA, Inc., 305 N Oakland AveNappanee, Indiana 46550R EG ISTER E D PROFESSIONALENGINEERE R I C J.TOMPOSCIVIL09-30-2022BAR Ø#3#4MIN. EMBEDMENT (in)55MIN. OVERLAP / SPLICE (in)1824#5530MIN. REBAR LENGTH (in)2329354"2 3/8"9"FOUNDATION TIE-DOWNSCONCRETE WALK(INSTALLED BY OTHERS)MIN. 3" IN CONC.COVER AROUNDSTEEL MEMBERS~STARTER BARS; EMBED BAR 5" DEEPw/ RED HEAD A7+ EPOXY (OR EQUAL)DRILL 5/8" Ø HOLES.#5 x 6 1/2" REBAR @ 24" O.C. ON ALL ANGLES,3/16" FILLET WELD ALL AROUND, LOCATE TOMISS BLOCKOUTS, LIFTING POINTS & OTHEROBSTRUCTIONS. ASTM A706 REBAR4 x 8 x 16 C.M.U. WALL, FULLY GROUTEDWITH (2) 9 GA WIRE FOR HORIZONTALREINFORCEMENT @ 8" O.C. & #3 REBARVERTICAL @ 8" O.C. USE #4 REBAR @ ENDSOF WALL & @ EACH SIDE OF OPENINGS &10'-0" MAX. - USE TYPE "S" MORTAR UNOL 6 x 6 x 5/16" CONT.FOUNDATION(CONSTRUCTED BY OTHERS)TIE SLAB REINFORCEMENT BARS TOVERTICAL #5.2" BED OF (COURSE MASON) SAND (BY OTHERS)MIN. 4" CLASS II TYPE B AGGREGATE BASECOMPACTED 90% M.D.D. (BY OTHERS)MASONRY DESIGN STRESS IS fm = 1500 PSIMASONRY UNITSASTM C 90GRADE N-1LIGHTWEIGHT MAS.DRY LOOSE BULKDENSITY 65 pcfMORTARASTM C 270TYPE SCLEANSHARPSANDGROUTASTM 476OR EQUAL6"-4"BLOCK -FINE0'-0"T.O. SLABSTARTER BAR LENGTHSEE SCHEDULEFOR #3 AT 8" O.C.FOR #4 @ CORNERS & OPENINGS5"EMBED 8" CONC. SLAB w/ MIN. #4 REBAR AT 8" O.C.E.W. TOP & 16" O.C. E.W. BOTTOM. GRADE 60MIN. 1 1/4" COVER. CONCRETE STRENGTHDESIGN BASIS IS MIN. 2500psi AT 28 DAYS.32x8 DF#2 OR BETTERBOTTOM PLATE - SEEFASTENING SCHED.CONT. 3/4" PLYWOODSHEATHINGT.O. MASONRY4"F.R.C. SOFFIT (REFERTO SHT. A-2)F.R.C. TRIM(REFER TO SHT. A-2)F.R.C. SIDING o/ BLDG. WRAP(REFER TO SHT. A-2 FOR FINISH)7/16" O.S.B. SHEATHING(EXT. SIDE)GALV. FLASHING (PAINT)1/8ANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDED TOEND OF 24" LONG #4 REBAR (ASTM A706)w/ 3/16" FILLET WELD ALL AROUNDENROOFING o/ ICE & WATERSHIELD HT (FASTEN PERMANUF. INSTRUCTIONS)REFER TO SHT. A-2MTL. RAKE FLASHING2x8 DF#2 OR BETTERSUB FASCIAWRAPPED w/ 16 GA.FORMED STEEL5/8" O.S.B. TOP & 3/4" PLYWOODBOTTOM SHEATHING2x8 DF#2 OR BETTERBLKG. ATTACHED TORAFTERS w/ (2) 16d NAILS@ EACH END2x8 DF#2 OR BETTER RAFTERSSIMPSON H1 TIE RAFTER TOTOP PLATESBNROOF INSULATION(PER PLAN)PVC PANELS o/SHEATHING(2) 2x8 DF#2 OR BETTERTOP PLATES - SEEFASTENING SCHED.2x8 DF#2 OR BETTER STUDS @ 16" O.C.w/ R-25 KRAFT FACED BATT INSULATION(INT. SIDE) - SEE FASTENING SCHED.PER PLANHSS 5 x 4 x 1/8 CAP BEAM2x4 P.T. FURRING STRIPS @ 16"O.C. w/ 3.5"RIGID INSULATION (R-22) & 3/4" PLYWOODSHEATHINGSECTION ABEN3/4" x 5 1/2" F.R.C. TRIM1 1/2" x 1 1/2" x 1/8" S.S.ANGLE BAR VENT FRAMEFASTEN w/ #8 VANDALRESISTANT SCREWS@ 8" O.C.CAP BEAM BELOWF.R.C. SIDING o/BLDG. WRAP(REFER TO SHT. A-2)F.R.C. FINISH (PER PLAN)2x4 DF#2 OR BETTERSTUDS @ 16" O.C. w/ 7/16"SHEATHING BOTH SIDESREMOVABLE LEXAN COVER1" x 1" x 3/16" S.S.VENT SCREEN3/4" x 3 1/2" F.R.C. TRIMSECTION BB1/8" GAP (2)2x4 DF#2OR BETTERTOP PLATESF.R.C.FINISH(PER PLAN)2x4 DF#2 OR BETTERTRIM PLATE1 1/2" x 1 1/2" x 1/8"S.S. ANGLE BAR VENTFRAME FASTEN w/#8 VANDAL RESISTANTSCREWS @ 8" O.C.3/4" x 5 1/2"F.R.C. TRIMINSECT SCREEN1" x 1" x 3/16" S.S.VENT SCREENREMOVABLELEXAN COVERHSS CAP BEAM3/4" x 3 1/2"F.R.C. TRIMF.R.C. SOFFIT(REFER TOSHT. A-2)4'-0"3'-10 1/2"4 3/8" 1'-4"ATYP.BTYP.1 1/2" x 1 1/2" x 1/8" STEELANGLE BAR VENT FRAME1" x 1" x 3/16" S.S. VENT SCREEN3/4" x 3 1/2" F.R.C. TRIM - TYP.ROOF BOTTOM SHEATHINGF.R.C. SOFFIT (REFER TO SHT. A-2)3/4" x 3 1/2" F.R.C. TOP PLATE TRIM3/4" x 5 1/2" F.R.C. TRIMINSECT SCREEN8" MIN.VARIESSEE PLAN72" 12"4" C.M.U. CAP#4 VERTICALS EVERY CELL4 x 8 x 16 C.M.U. BLOCKUSE 4" LADDER @ COURSE(1) #4 HORIZONTAL EMBED2" INTO WALL w/ REDHEAD A7+ EPOXYONE STARTER BAREMBED #4 x 25" VERT.5" DEEP w/ RED HEADA7+ EPOXY INTO SLABBLOCK SET ON MORTAR#4 REBAR HOOKS4"SEE PLAN1"T.O. MASONRYPER PLAN~WOOD FILLER PROFILE3"3"EN1/8WOOD FILLER w/ RECESSED #12 SELFTAPPING SCREWS @ 12" O.C. - STAGGEREDF.R.C. FINISH (PER PLANRESTROOMS ONLY)HSS 6 x 4 x 1/8 CAP BEAMANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDED TOEND OF 24" LONG #4 REBAR (ASTM A706)w/ 3/16" FILLET WELD ALL AROUNDROOFING o/ ICE & WATERSHIELD HT (FASTEN PERMANUF. INSTRUCTIONS)REFER TO SHT. A-22x8 DF#2 OR BETTERBLKG. ATTACHED TORAFTERS w/ (2) 16d NAILS@ EACH ENDMTL. EAVE FLASHING2x8 DF#2 OR BETTER SUBFASCIA WRAPPED w/ 16GA. FORMED STEELF.R.C. SOFFIT(REFER TOSHT. A-2)BNSIMPSON GA2 TIE & (3) #8 x 3" TOESCREWS FROM RAFTERSTO WOOD FILLER2x8 DF#2 OR BETTERRAFTERS5/8" O.S.B. TOP &BOTTOM SHEATHING2 7/8"1 1/2"5 1/2"4"SEE PLANT.O. MASONRYPER PLAN~WOOD FILLER PROFILE1/4"EN1/8WOOD FILLER w/RECESSED #12 SELFTAPPING SCREWS @12" O.C. - STAGGEREDHSS 5 x 4 x 1/8 CAP BEAMANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDED TOEND OF 24" LONG #4 REBAR (ASTM A706)w/ 3/16" FILLET WELD ALL AROUNDROOFING o/ ICE & WATERSHIELD HT (FASTEN PERMANUF. INSTRUCTIONS)REFER TO SHT. A-22x8 DF#2 OR BETTERBLKG. ATTACHED TOLOOKOUTS w/ (2) 16dNAILS @ EACH ENDMTL. EAVE FLASHING2x8 DF#2 OR BETTER SUBFASCIA WRAPPED w/ 16GA. FORMED STEELF.R.C. SOFFIT(REFER TOSHT. A-2)BN2 11/16"1 1/2"4 3/4"ROOF INSULATION(PER PLAN)5/8" O.S.B. TOP &3/4" PLYWOODBOTTOM SHEATHING2x4 P.T. FURRING STRIPS @ 16"O.C. w/ 3.5"RIGID INSUL. (R-22) & 3/4" PLYWOOD SHTNG.PVC PANELS o/ SHEATHINGF.R.C. FINISH (PER PLAN,RESTROOMS ONLY)MTL. RIDGE CAPROOFING o/ ICE & WATERSHIELD HT (FASTEN PERMANUF. INSTRUCTIONS)REFER TO SHT. A-2(2) 2x10 SHAPEDCONT. RIM@ RIDGE(3) ROWS OF 16d NAILS@ 12" O.C. - STAGGEREDBN5/8" O.S.B. TOP &3/4" PLYWOODBOTTOM SHEATHINGROOF INSULATION(PER PLAN)BN1ENEN3 1/4"2 3/4"SEE PLANENGALV. FLASHING (PAINT)F.R.C. FINISH (PER PLAN,RESTROOMS ONLY)(2) 2x4 DF#2 OR BETTERTOP PLATES - SEEFASTENING SCHED.2x4 DF#2 OR BETTER STUDS @ 16" O.C.w/ 7/16" SHEATHING BOTHSIDES - SEE FASTENING SCHED.2x4 DF#2 OR BETTERBOTTOM PLATE - SEEFASTENING SCHED.HSS 6 x 4 x 1/8 CAP BEAMT.O. MASONRYPER PLANANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDED TOEND OF 24" LONG #4 REBAR (ASTM A706)w/ 3/16" FILLET WELD ALL AROUNDF.R.C. SIDING o/ BLDG. WRAP(REFER TO SHT. A-2 FOR FINISH)ROOFING o/ ICE & WATERSHIELD HT (FASTEN PERMANUF. INSTRUCTIONS)REFER TO SHT. A-22x8 DF#2 OR BETTER BLKG. ATTACHEDTO LOOKOUTS w/ (2) 16d NAILS @EACH ENDSIMPSON H1 TIE & (1) #8 x 3" TOE SCREW FROMLOOKOUTS TO TOP PLATES - TYP.2x8 DF#2 OR BETTER LOOKOUTS1/84"1"ENENMTL. RAKE FLASHING2x8 DF#2 OR BETTERSUB FASCIAWRAPPED w/ 16 GA.FORMED STEELF.R.C. SOFFIT (REFERTO SHT. A-2)F.R.C. TRIM(REFER TO SHT. A-2)5/8" SHEATHINGTOP & BOTTOMC1 1/2"1 1/2"2 1/4"(2) 2x6X6" MIN. FIELDINSTALLED BLOCKINGw/ 1/2" DIA. THREADEDROD/BOLT AND 1 1/2" DIA.WASHER. @ 6'-0" O.C. MAX.SIMPSON H1 TIE & (1) #8 x 3"TOE SCREW FROM RAFTERSTO RIDGE BEAMS - TYP.3 1/2" x 12" GLU-LAMRIDGE BEAM - TYP.METAL RIDGE CAP2x8 DF#2 RAFTERS@ 24" O.C. - TYP.5/8" SHEATHINGTOP & BOTTOM2x DF#2 BLOCKING - TYP.26 GA. STANDING SEAM MTL.PANEL OVER ICE & WATERSHIELD (FASTEN PANEL PERMANUF. RECOMMENDATION)BNSIMPSON GA2 TIE & (3) #8 x 3" TOESCREWS FROM LOOKOUTSTO WOOD FILLER2x8 DF#2 OR BETTERLOOKOUTSEXTERIOR WALL TO ROOF & SOFFIT DET.SCALE: 1 1/2"=1'-0"1SD-22SD-24SD-27SD-2SLAB & WALL DETAILSCALE: 1"=1'-0"EXTERIOR WALL TO ROOF & SOFFIT DET.SCALE: 1 1/2"=1'-0"3SD-28SD-2EXTERIOR VENT SCREENS DETAILSSCALE: 1 1/2"=1'-0"RIDGE FRAMING DETAILSCALE: 1 1/2"=1'-0"6SD-2RIDGE FRAMING DETAILSCALE: 1 1/2"=1'-0"EXTERIOR WALL TO ROOF & SOFFIT DET.SCALE: 1 1/2"=1'-0"5SD-2EXTERIOR WALL TO ROOF & SOFFIT DET.SCALE: 1 1/2"=1'-0"9SD-116" MAX.SCREEN WALL FRAMING DETAILSCALE: 3/8" = 1'-0"WOOD FRAMED WALLSFASTENING SCHEDULE(2) 0.131" x 3" NAILS FOR 2x4 WALLS &(3) 0.131" x 3" NAILS FOR 2x6 & 2x8 WALLS0.131" x 2" @ 6" O.C EDGES 12" O.C. FIELDINTERIOR WALLS SHEATHING (BOTH SIDES)WOOD STUDS TO TOP & BOTTOM PLATES(2)(3) 0.131" x 3" NAILS @ 16" O.C. FOR 2x6 & 2x8 WALLS0.131" x 3" NAILS @ 16" O.C. FOR 2x4 WALLS &DOUBLE TOP PLATESGABLE END WALLS SHEATHING (BOTH SIDES)BOTTOM PLATES TO CAP BEAM0.131" x 2" @ 6" O.C EDGES 12" O.C. FIELD#12 SELF TAPPING SCREWS CONFORMING TO ASTM C1513 OREQUAL @ 12" O.C. STAGGERED & WITHIN 4" OF ENDS (ENSUREFULL THREAD ENGAGEMENT)ROOFRAFTERS & LOOKOUTS TO TOP PLATES / BEAMS(1) SIMPSON H1 TIE / (1) SIMPSON H2.5 @ END CONDITIONS &(1) #8 x 3" TOE SCREWRAFTERS TO WOOD FILLERSLOOKOUTS TO RAFTERSEAVE SUB-FASCIA TO RAFTERSSHEATHING TO RAFTERS / LOOKOUTS(1) SIMPSON GA2 TIE & (3) #8 x 3" TOE SCREWS(3) 0.131" x 3" NAILS, END GRAIN OR TOE NAILED(3) 0.131" x 3" NAILS, END GRAIN OR TOE NAILED0.131" x 2.5" NAILS @ 4" O.C. EDGE, 8" O.C. FIELD