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A 6x 6x .312 3 3/4"6"6"1'-0"1'-4"3 3/4"2 1/2"6"6" 2 1/2"6"6"1'-0"TOP VIEWFOUNDATION(BY OTHERS IF APPLICABLE)FRONT VIEWSIDE VIEW6"x6"x5/16"STEEL ANGLE7/8"Ø HOLE FORWEDGE ANCHORS1 1/4"Ø SLOTTED HOLEFOR 1"Ø BOLTSCONC. SLAB(BY OTHERS)8" CONCRETE SLAB1"Ø x 3" BOLT INTOCOUPLER NUT3/4" DIA. x 5 3/4" MIN.SIMPSON STRONG BOLT 2WEDGE ANCHOR(MIN. 4 1/8" EMBEDMENT)STEEL ANGLE CONNECTOR @SIDE LIFTERS (SEE SLAB PLANFOR LOCATIONS)ELEVATIONSECTION3/16"6"8"6"1'-0"3 3/4"1" x 2 3/4" COUPLER NUT -(GRADE 5) TACK WELD1" Ø x 6" BOLT OR ALLTHREAD w/ NUTNOTE; LIFTING BOLTS SHALLBE MINIMUM GRADE 5.MINIMUM ENGAGEMENTWITH COUPLER NUT = 1".11/4" DIA. HOLE1 1/2"PLAN VIEWSECTION8"CAP ENDS TYP.STEEL ANGLE6" x 6" x 5/16"OVERSIZED CLEARANCEHOLE IN ANGLE FOR 1" Ø - 8BOLT 1/8" LARGER THANNEEDED @ EACH COUPLERNUTCONCRETE ( NOT SHOWN )COUPLER NUT - 3/16" FILLETWELD ALL AROUND3 3/4"OPTIONAL SLOTHOLE IN ANGLE (SIZETO ACCEPT TURNEDDOWN COUPLER NUT)PLAN VIEWSECTIONMODLINE 1'-0"1/4"2"3 3/4"4"1/4"3 7/8"1'-0"1/2"PERIMETER ANGLEL 6 x 6 x 5/16 (NO GAP)FRAME ANGLEL 6 x 6 x 5/16 (HAS GAP)1/2" CONNECTIONPLATE1" DIA. BOLTS1 1/8" DIA. TYP.CONNECTION PLATE:4" x 12" x 1/2" STEEL PLATE2"1" x 2 3/4" COUPLER NUT -(GRADE 5) TACK WELD4"2"3 7/8"NOTE: LIFTING BOLTS SHALL BE MIN. GRADE 5.MINIMUM ENGAGEMENT WITH COUPLER NUT = 1"1'-0"3 1/2"3 1/2"6"1" HEAVY HEX x 4" COUPLER NUT - CAP END& ADJUST HEIGHT TO ACTUAL FINISH FLOOR1" DIA. x 6" BOLT w/COUPLER NUT &WASHERWASHER (FREE FLOATING)ABCDE123MOD LINE28'-8" SLAB OVERALL 11'-4" MOD - 2 11'-4" MOD - 3 28'-8" MOD - 1 39'-4" SLAB OVERALL28'-8"MOD - 2 & MOD - 310'-8"MOD - 12'-4"1'-0"6'-6"1'-0"7'-0"4"2'-4"1'-0"6'-6"1'-0"8"8"2'-4"1'-0"1'-0"4"2'-4"1'-0"1'-0"8"8"8"4"CONC. SLABCONNECTOR4" 1'-8"1'-0"5'-6"1'-8"1'-0"5'-6"1'-0"10'-4"1'-0" 12'-5 1/2"10 1/2"1'-2"10 1/2"6"1'-4"10'-4"3'-4"7'-8"1'-4"4'-2"5'-10"10'-0"12'-10"9'-10"1'-6" 7'-7"1'-6"2'-3" 8"2'-0"3'-2"5'-6"6"1'-4"5'-0"2'-10"3'-6"5'-6"7'-10"5'-0"8'-6"9'-10"1'-6" 7'-7"1'-6"2'-3" 2'-6"1'-4"1'-4"6'-2"3'-4"4S-1SLOPE1/8 : 12SLOPE1/8 : 12SIDE RIGGING(TYP. 24 PLACES)3S-12S-1SIDE RIGGING(TYP. 24 PLACES)TOP RIGGING(TYP. 8 PLACES)1S-1SIM.STEEL FRAMECORNERS(TYP.6 CORNERS)8"LIGHT BROOM FINISHALL ROOMSSLOPE TODRAIN - 1/2"SLOPE TODRAIN - 1/2"SLOPE TODRAIN - 1/2"SLOPE TODRAIN - 3/8"MOD LINE#4 x 24" x 24"L SHAPE CEE (WIRETIED TO BOTTOMREBAR MATTING)9'-10"9'-10"7'-0"1'-0"1'-0"4'-10"4'-10"1'-0"4'-10"1'-0"4'-10"BLOCK OUT FORFLOOR SINKBLOCK OUT FORFLOOR DRAINBLOCK OUT FORFLOOR DRAINSLOPE TODRAIN - 3/4"SLOPE TODRAIN - 3/4"4'-4"2'-4"4" LONG 6x6x5/16 STEELANGLE BAR MODCONNECTOR - TYP. 2SIM. TO DET. 2/S-11'-6"SLAB TO FOUNDATION TIE-DOWNANCHOR @ LIFTING LOCATION(6 TOTAL)5S-1ABCDCD7'-4"SLOPE TODRAIN - 1/2"S-1CONCRETE SLAB & STEELPERIMETER PLAN & DETAILS5-Aug-21 4:35 PM CONCRETE SLAB & STEEL PERIMETER PLAN SCALE: 3/8"=1'-0"1S-1STEEL FRAME @ CORNER DETAIL SCALE: 1 1/2"=1'-0"CONCRETE SLAB EXTERIOR2S-1DETAIL BETWEEN MOD.SCALE: 1 1/2"=1'-0"CONCRETE SLAB CONNECTIONRIGGING EMBEDDED ANCHOR DETAILSCALE: 1 1/2"=1'-0"3S-14S-1EMBEDDED ANCHOR DETAILSCALE: 1 1/2"=1'-0"TOP / SIDE RIGGINGThese 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 PUBLICRESTROOM COMPANY AND SHALL NOT BEREPRODUCED, USED, OR DISCLOSED TO OTHERSEXCEPT AS AUTHORIZED BY THE WRITTENPERMISSION 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 - 08/05/2021NOTES: (LIGHT WEIGHT CONCRETE)1.ALL REBAR TO BE GRADE 60.2.ALL WELDABLE REINFORCEMENTS TO BE ASTM A706.3.CONCRETE STRENGTH BASIS DESIGN IS MIN. 2500 PSI WITH SPECIAL ADDITIVE.4.MINIMUM CONCRETE COVER = 1 1/4" FOR #4 AND #5 BARS.TOP BARS MAY BE LOWER ONLY WHERE REQUIRED BYSPECIFIED SLOPES.5.PROVIDE (2) #5 BARS @ 8" O.C. TOP & BOTTOM AT PERIMETER OF EACH SLAB & PROVIDE (3) #5 BARS @ 8" O.C. TOP & BOTTOM AT EACH LIFTING LOCATION.6.TOP MAT: ADD TRIMMER BARS NEXT TO BLOCK OUTS IF CLEARANCE TO REGULAR LAYOUT IS GREATER THAN 2".TRIMMER BARS EXTEND 18" PAST OPENING, OR TERMINATE WITH 90° HOOK AND 8" EXTENSION. CENTER OFTRIMMER BARS TO BLOCK OUTS TO BE 2", TYP.7.PROVIDE (2) DIAGONAL 24" LONG #4 REBARS (1 @ TOP MAT & 1 @ BOTTOM MAT) @ EACH SLAB OPENING.8.SMALL BLOCK OUTS (8" x 8" MAX.) MAY BE ADDED AS REQUIRED FOR SERVICES. ADD DIAGONAL TRIMMER BARS IFCLEARANCE TO REGULAR LAYOUT IS GREATER THAN 2".9.SPLICES: #4 BARS - 20" LAP#5 BARS - 24" LAP10.PROTECT PIPE & FLOOR DRAINS THAT WILL BE ENCASED IN THE CONCRETE BY PROVIDING AN APPROVED WRAP.11.ONLY WHERE NOTED, IT IS ACCEPTABLE TO NOTCH HORIZONTAL LEG OF PERIMETER ANGLE.12.ALL EXPOSED FACES OF SLAB PERIMETER STEEL ANGLES SHALL RECEIVE GALVANIZING PAINT COATING.LOCATIONSLAB LOADS SCHEDULEMARKVERTICAL LOADLATERAL LOADAWALL LINE (GRID) 1BWALL LINE (GRID) 3582 plf21960 lbs21960 lbs604 plf5S-1SLAB TO FND. TIE-DOWN ANCHOR DETAILSCALE: 1 1/2"=1'-0"CDWALL LINE (GRID) A & E17231 lbs582 plfWALL LINE (GRID) B & D17231 lbs604 plf08/09/2021NTA, Inc., 305 N Oakland AveNappanee, Indiana 46550R EG ISTER E D PROFESSIONALENGINEERE R I C J.TOMPOSCIVIL09-30-2022