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40 8" CONCRETE SLAB <br /> CAP ENDS TYP. OVERSIZED CLEARANCE 6" 1"0 x 3" BOLT INTO NOTES: (LIGHT WEIGHT CONCRETE) <br /> HOLE IN ANGLE FOR 1" 0-8 COUPLER NUT <br /> BOLT 1/8" LARGER THAN 1. ALL REBAR TO BE GRADE 60. 5. PROVIDE (2)#5 BARS @ 8" O.C. TOP & BOTTOM AT <br /> NEEDED @ EACH COUPLER STEEL ANGLE CONNECTOR PERIMETER OF EACH SLAB & PROVIDE (3)#5 BARS 7. PROVIDE (2) DIAGONAL 24" LONG#4 REBARS (1 @ 10. PROTECT PIPE& FLOOR DRAINS THAT WILL BE <br /> STEEL ANGLE PLAN FOR LOCATIONS <br /> NUT _ @SIDE LIFTERS, SEE SLAB 2. ALL WELDABLE REINFORCEMENTS TO BE ASTM @ 8"O.C. TOP& BOTTOM AT EACH LIFTING TOP MAT& 1 @ BOTTOM MAT)@ EACH SLAB ENCASED IN THE CONCRETE BY PROVIDING AN <br /> iv <br /> 6"x 6"x 5/16" � A706. LOCATION. OPENING. APPROVED WRAP. <br /> 3/4" DIA. x 5 3/4" MIN. <br /> 7/8"0 HOLE FOR SIMPSON STRONG BOLT 2 3. CONCRETE STRENGTH BASIS DESIGN IS MIN. 2500 6. TOP MAT:ADD TRIMMER BARS NEXT TO BLOCK 8. SMALL BLOCK OUTS (8"x 8" MAX.) MAY BE ADDED 11. ONLY WHERE NOTED, IT IS ACCEPTABLE TO NOTCH <br /> WEDGE ANCHORS WEDGE ANCHOR PSI WITH SPECIAL ADDITIVE. OUTS IF CLEARANCE TO REGULAR LAYOUT IS AS REQUIRED FOR SERVICES. ADD DIAGONAL HORIZONTAL LEG OF PERIMETER ANGLE. <br /> CONCRETE ( NOT SHOWN ) TOP VIEW (MIN. 4 1/8" EMBEDMENT) GREATER THAN 2". TRIMMER BARS EXTEND 18" TRIMMER BARS IF CLEARANCE TO REGULAR <br /> 4. MINIMUM CONCRETE COVER= 1 1/4" FOR#4 AND#5 PAST OPENING, OR TERMINATE WITH 90e HOOK LAYOUT IS GREATER THAN 2". 12. ALL EXPOSED FACES OF SLAB PERIMETER STEEL <br /> V-4" BARS.TOP BARS MAY BE LOWER ONLY WHERE AND 8" EXTENSION. CENTER OF TRIMMER BARS TO ANGLES SHALL RECEIVE GALVANIZING PAINT <br /> 410 6"x6"x5/16" CONC. SLAB a a REQUIRED BY SPECIFIED SLOPES. BLOCK OUTS TO BE 2", TYP. 9. SPLICES: #4 BARS-20" LAP/#5 BARS -24" LAP COATING. <br /> STEEL ANGLE (BY OTHERS) <br /> eo 76„ <br /> M T 17 <br /> Q <br /> co <br /> COUCOUPLER NUT-3/16" FILLET M CO r <br /> WELD ALL AROUND <br /> 6 FOUNDATION 1 2 <br /> PLAN VIEW SECTION 1 1/4"0 SLOTTED HOLE BY OTHERS <br /> FOR 11"0 BOLTS (IF APPLICABLE) 19'-10"SLAB OVERALL <br /> CONCRETE SLAB EXTERIOR FRONT VIEW SIDE VIEW MOD-1 &MOD-2 <br /> 2 STEEL FRAME @ CORNER DETAIL 6 SLAB TO FND . TIE-DOWN ANCHOR DETAIL <br /> �S-11 SCALE: 11/2"=1'-0" S-1 <br /> SCALE: 1 1/2"=1'-0" <br /> 1'0" 2'-0" 1'-0" 13'-10" 1'-0" 2'-0" <br /> Lu OPTIONAL SLOT 2" 2" SLAB LOADS SCHEDULE 2 <br /> #4 x 24"x 24" L SHAPE STEEL FRAME <br /> Z S-1 CEE (WIRE WELDED TO I I CORNERS <br /> o CONNECTION PLATE: MARK LOCATION VERTICAL LOAD LATERAL LOAD O BOTTOM REBAR MATTING) ---- (TYP. 4 PLACES) <br /> N 4"x 12"x 1/2" STEEL PLATE —\ i i <br /> ---- <br /> 1/4" 1 1/8" DIA. TYP. O WALL LINE (GRID) 1 &2 747 PLF 5687 LBF A <br /> 7 �� I I 116/t <br /> 114" 1"x23/4" COUPLER NUT- I � � �- - � - - - - - - - - - - - - - - - - -- --- - - - -i— � - - - - - - - - - — ,� - -� - - � <br /> 3 /8 3 7/8" (GRADE 5)TACK WELD \ 1 x <br /> Og WALL LINE (GRID)A&C 414 PLF 4424 LBF <br /> FRAME ANGLE `V <br /> L 6 x 6 x 5/16 (HAS GAP) <br /> I <br /> I I I II <br /> PERIMETER ANGLE 1/2 ° <br /> II <br /> 3'4" 3' 11" <br /> L 6 x 6 x 5/16 (NO GAP) <br /> — <br /> AL 10 112" F-T <br /> I <br /> Cl) <br /> L� <br /> %J <br /> 1/2"CONNECTION ° M I N Q <br /> PLATE HOLE IN ANGLE (SIZE o X CV <br /> 1'0" O <br /> TO ACCEPT TURNED <br /> 1" DIA. BOLTS DOWN COUPLER NUT) o <br /> PLAN VIEW SECTION <br /> co <br /> C) <br /> "3 CONCRETE SLAB MODLINE CONN . DET. F <br /> I I I I I z <br /> -1 SCALE: 1 1/2"=1'-0" I , LU <br /> mILU <br /> I <br /> o l <br /> m <br /> II 5 <br /> I I I III II I s-1 I (� <br /> NOTE; LIFTING BOLTS SHALL 1"x 2 3/4" COUPLER NUT- J O III i I O O <br /> BE MINIMUM GRADE 5. (GRADE 5)TACK WELD <br /> 0 <br /> MINIMUM ENGAGEMENT w <br /> rt � I - <br /> WITH COUPLER NUT= 1". 1" 0 x 6" BOLT OR ALL o L ® ® Z_ _ — — <br /> THREAD w/NUT �< 7— 0 <br /> 6„ cli <br /> II III U <br /> s II <br /> a S-1 TOP RIGGING w CONC. SLAB MOD <br /> (TYP. 2 PLACES) m LINE CONNECTOR <br /> a L Q (TYP. 2 PLACES) <br /> 00 <br /> - - - a LL J l a WI Z <br /> M APPROVED O <br /> L11/2" L _ _ _jBir RADW a CA U <br /> 11/4" DIA. HOLE <br /> 3/16" Depar anent of HO rc] <br /> and Cmumnity <br /> ELEVATION SECTION DeVeIopment approved <br /> ti LIGHT BROOM FINISH <br /> 0 ALL ROOMS third partydeign <br /> apprmal agency 1 Q <br /> i 4� SIDE RIGGING EMBEDDED ANCHOR DET. I I APR VALD�A 0272 <br /> m DATE DATE <br /> � S- � SCALE: 1 1/2"=1'-0" I I � <br /> Apr 0,2020 Ai 31,2021 U <br /> APPROVAL NO. � <br /> Ij �I <br /> W14150 <br /> I I � <br /> NOTE: LIFTING BOLTS SHALL BE MIN. GRADE 5. _ <br /> _ 1" DIA. x 6" BOLT w/ SIDE RIGGING — — 1 <br /> MINIMUM ENGAGEMENT WITH COUPLER NUT- 1 COUPLER NUT& n(T7.-16-PLACES) <br /> 31/2" WASHER L — _ z <br /> co I L - - - - — L J x,� --� — � _ STRUCTURAL ONLY 0 <br /> WASHER(FREE FLOATING) C — I� — — — — — — — — — ( — d� — — —� — This or <br /> isfeut hot irald toallena Alle@ermatters e resistance, <br /> J <br /> ompliaor i including but not limited to allowable area,fire resistance,and <br /> oh egress are the responsibility of others. — <br /> a a L ----- SLAB TO FOUNDATION O 6 4 L <br /> N a TIE-DOWN ANCHOR <br /> @ SIDE LIFTING S-1 S-1 <br /> co a a a a 2.0" 1'0" 1'0" 2'0.r CAD �O Q�0 FESS/0 <br /> p Z <br /> a LOCATION (4 TOTAL) l �Ily <br /> . o O <br /> 70218 rrn U) <br /> .09-30-2020 w <br /> X U <br /> ��`P <br /> 1" HEAVY HEX x 4"COUPLER NUT-CAP END&ADJUST /V i\- Z q�' <br /> HEIGHT TO ACTUAL FINISH FLOOR OF � O <br /> 03/1712020 1 <br /> 1 <br /> NTA,Inc.,305 N Oakland Ave <br /> Nappanee,Indiana 46550 <br /> i These documents are applicable only the elements and loading criteria <br /> CONCRETE SLAB & STEEL PERIMETER PLAN <br /> specifically provided herein.These documents shall not be construed in any Q <br /> TOP RIGGING EMBEDDED ANCHOR DET. S-1 <br /> SCALE:E: 1/2 1 -i way to specify,certify or design any aspects of the building not contained <br /> (_5 herein.Specified design criteria are based solely on information provided by <br /> 11_ n the client and must be verified and approved by the local authority having <br /> jurisdiction.NTA,Inc.is not responsible for fabrication or erection. lit is <br /> suspected that these documents have been modified,substituted or alteredui <br /> in any way,contact NTA,Inc.at(574)773-7975 to obtain a file copy. ui <br /> S-1 SCALE: 1 1/2"=1'-O" DO NOT SCALE-DIMENSIONS PRESIDE <br /> 24x36 SHEET=SCALE AS NOTED Q <br /> 11x17 SHEET=NTS <br /> a No. Description DateCOPYRIGHT 2020, PUBLIC RESTROOM COMPANY THIS pUBUC PROJECT OWNER: PROJECT NAME AND LOCATION: SHEET TITLE: Drawn by: NS / EVE Job No. 10338B = <br /> CONSTRUCTION DOCUMENTS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM Checked b KM <br /> o RESTROOM COMPANY AND SHALL NOT BE y <br /> o REPRODUCED, USED, OR DISCLOSED TO OTHERS <br /> COMPANY CITY of MANTECA NORTHGATE PARK - CONCESSION BUILDING CONCRETE SLAB & STEEL <br /> 03/16/2020 Building Better Places To Go. Current Date: 03/16/2020 <br /> EXCEPT AS AUTHORIZED BY THE WRITTEN 2587 Business Pkwy,Minden,NV 89423 Manteca, CA Manteca, CA PERIMETER PLAN & DETAILS NS 1 O <br /> PERMISSION OF PUBLIC RESTROOM COMPANY Ph:888-888-2060 1 Fax:888-888-1448 Start Date: 02/03/2020 z <br />