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Home My WebLink AboutS402 - 190204� HEADER ROUGH OPENING - JACK STUDS S OPENING ELEVATION WOOD STUD WALL FRAMING SEE TYPICAL BUILT-UP MEMBERS (BEAMIHEADERS) FOR NAILS (2)16d TOENAILS, EA SIDE, EA END (2)16d AS SHOWN KING STUDS TYP WOOD HEADER SCHEDULE MARK WALL SPECIESIGRADE HEADER MAX OPNG SPACERS JACK STUDSH1 2x4 SPF Nod INo.2 22x6 0'-0'TO 4'-P 1 0.50' 22x4 H2 2x4 SP No.i 2x8 22x8 4'-V To 6'-0' 1 Di 22x4 H3 2x4 SPNo.1 am z2x10 6'-I- To7'-O 1 0.50" 22x4 dNG H4 2x4 SP NoTl 2x72 22x72 T-1-TO 0'-P 7 0,50' 22x4 HS 2x6 SPF No.11No.2 32x6 0'-0"TO 11 201 2x6 H6 2x6 SP Not2x8 321 4'-V To TA' 20.50' 22x6 H7 2x6 SP No.72x10 32x1D T-V T00'-P 2Di 22x6 H8 2x6 SP Not2xl2 321 0'-1'TO 101 20.50" 22x6 H9 21n8 SEE NoA NoZ 42x6 O'-0•To FF 3D.42' 22x8 22x8 H10 1 2x8 1 SP No.12x8 408 6-1"T00'-0' 3042' 22x8 22x8 I 2x8 SPi2xl0 42xl0 8'-1"To 1P-0" 3042' 22x8 22x8 H12 2x8 SP all2x12 421 101"TO 12'-o' 30.42' 1 22x6 H13 21 SPFNo.1No.2 62x6 0'-0'TO 6'-P 22x10 22x10 H14 2AD SP No.12x8 62x8 6-v To lwv 22xI0 22x1D H15 2AID SP Ni 2x10 BRAID 10'-0'TO 12'-0' 22x10 2NIO H16 2x10 SP No.f 2x72 s2xl2 12'.1-TO 14'40' 22xID 22x1D H17 2x12 SEE No.11No.2 72x6 Fty TO 6'-P 60.13' 22x72 22x72 HIS 21 SP Not2x8 72x0 6-1-TO 10'-0' (6) DAY 22x72 22x72 H19 2x72 SP No.7 2x10 72x1D fo'-1'T012'-0' 6 D.13' 22x72 22x72 H2O 2x72 SP Ni N12 72xl2 12'-0'T014'-0' B OAS' 22x12 1 22x72 WOOD HEADER SCHEDULE NOTES: 1. Maximum opening is rough opening size. 2. Jack and king stud species and grade to match wall studs. 3. See builtup member details for typical headerdeam bearing and details for fastening requirements. WOOD HEADER SCHEDULE SCALE NTS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel �N;1�v�tD,AA>,�aA�1 DATE: 06/17/19 BLOCKING AT ALL PANEL EDGES STUD SIZE END POST SHEATHING FASTENERS HOLDDOWN L ANCHOR RODS FRAMING ELEVATION WALL SCHEDULE Studs Sheathing Fasteners Anchor Rods Mark Stud Size Spacing Top Plate End Post Exterior Interior Nail Edge Field Size Spa Location Remarks SW1 2x6 1'-4" 2 2 15/32" SIS"Gyp Ed 10d 6" 6" 5I8" 4'-0" Exterior Ail 2x6 1'-4" 2 2 5/8'Gyp bd SIS"G Ed 6d 6" 1' -0" SIS" 4'-0" Interior HOEDOWN SCHEDULE Mark TYPE Allowable Tension Anchor Rod Installation Remarks ROOF SHEATHING SCHEDULE Mark Sheathing Fasteners Remarks Grade Thickness Span Rating Blocking Nail Boundry Edge Field RS01 Structural 1 SIB" 24116 ROOF SHEATHING NOTES 1. Exposure Class'. &posure 1, UNO. 2. Sheathing Grade: Sheathing, UNO. 3. Span Rating'. 32116, UNO. 4, Fasteners'. 70d common nails, UNO. Edge spacing applies to all panel edges. 5. Continue nailing patterns above and bales all openings for length of shear wall. 6. 8ountlry spacing is around perimeter M floorand roM, atwall line. ]. Edge spacing is around peimeter of each sheet of sheathing. PANEL CLIPS BTWN 0. Field spacing is along each interior sheet support. SUPPORTS (TYP) 9. Blocking. f'YES', Required at all panel edges. Provitle horizontal or vertical Malang to match studs. 10. Floor sheathing to be tongue and groove. I "cII, 4x0 SHEATHING PERIMETER BLOCKING � OR WALL BELOW SHEAR WALL SEE PLAN NAILING SCHEDULE LOCATION FASTENING REMARKS 1O EDGEIBOUNDRY 10tl@6'OC 2Q FIELD 10d�12'OC 3� SHEAR WALL (2) 70d Q 6' OC SHEATHING EDGES PERIMETER BLOCKING MOROSE OR OR WALL BELOW FLOOR FRAMING MEMBER ROOF NAILING PATTERN SCALE: ILLS WOOD COLUMN SCHEDULE Mark Size Base Cap Remarks WCt 6x6 Simpson CBSO66 Note 1 WC2 L. 5114" x 51/4" Simpson CB88 Note 1 WIGS 6x6 SILL BASE Note Wall Column Schedule Notes: 7. Column Caps: Provide combination of Simpson ECC or CC column caps with HW,HWD orGLT beam hangers. Provide sizes to match columns and beams. WALL FOOTING SCHEDULE Dimensions Bottom Reinf Mark Width Thickness Longitudinal Reinf Transverse Reinf Remarks No Size Size Spa W F24 2'-0" 3 #5 NA 0" W F30 3'-6" 2'-8" 4 #5 NA 0" Wall Forting Schedule Notes'. 1. Reinforcing cleerence at bottom and sides of footings =3' 2. Use concrete brick otCRSl Class 3.. CHCP vnre bar supports @36'. COLUMN FOOTING SCHEDULE Ftg Dimensions Bottom Reinforcing Mark Width Length Thickness Short Direction Long Direction Remarks No Size Length No Size Length F3 3'-0" 3'-0" 1'-0" 3 #5 " 3 45 2'-6" F3.5 3'-6" 3'-6" 1'-0" 3 #5 3'-0" 3 #5 3'-0" F3.5A 3'-6" 3'-6" 2'-8" 3 #5 3'-0" F4 4'-0" 4'-0" 1'-0" 4 #5 3'-6" 4 #5 3'-6" FS 5'-0" 5'-0" 1'-0" 5 #5 4'-6" 5 45 4'-6" Column Footing Schedule Notes. 1. Reinforcing clearance at bosom and sides of footings =3' 2..I concryapdck of CfjSlcIdamss 3.. ChjCE4yire bar syppeQs @ 36" SLAB ON GRADE SCHEDULE Mark Thickness Reinforcing Control Jt Depth Reinf Clearance Control Jt Spa Vapor Retarder Sub -Base Depth Remarks 1006 4" 6X6-W 1.4xW 1.4WWF 1" 11/2" 13'-0" Bituminous 6" SOG04P 4" 6k6-W 1.4xW 1.4WWF 1" 11/2" 13'-0" Plastic 6" Slab on Grade Schedule Notes: 7. Reinforcing clearance is from the top of slab. PIER SCHEDULE Pier Size Vert Reinf Ties Mark Width Length No Size Size Spa Tie Type Remarks Pier Schedule Notes: 1. Provide 2 inch concrete corer over has 2. Space first tie 2' form top of bodnA.last tie 2' from top of pier. 3. Provide (3) ties in top of pier, spacing =212' on center. 4. ProNtle CRSI typical bar bend TS for all has 5. Pravda CRSI typical bar bend T9 additional ties far all piers with more than bur vertical bars. 6. Provide 90" Hook for all ties per CRSI tletailing standards. . MASONRY WALL SCHEDULE Vertical Wall Reinforcing Horiz Reinf Top of Wall Bond Beam Reinforcing Mark Thickness Reinforcing Dowel Reinforcing Size Spa No. of Size Remarks Size Spa Location Size Spa MW8 7 5/8" #5 4'-0" Center #5 4'-0" Ladder 1'-4" 2 #5 Masonry Wall Schedule Notes'. 1. Pra+ida 2' cover from outside face for bars in each face. 2. Grout all cares with repair solitl, unless mlitl grouted well is shown. 3. Provide ladder type horizontal reinforcement at 76' up, unless noted ofoerwise. Side and cross rotls shall be>p vnre, galvanizeQ see specdications. Cut joint reinforcement at control joints. 4. Provide bond beam utth (2) #5 coot. at top of wall, unless noted otherwise. See schedule for additional bond beams. THICKENED SLAB SCHEDULE Mark Thickness Width Reinf No of Size Remarks THSLAB30 1'-0" 2'-6" 3 #5 Thickened Slab Schedule Notes'. 1. Thickness measured train top of slab. PSL FRAMING MEMBER CONNECTOR SCHEDULE Size Connectors ASD Capacity Remarks Manufacturer Model PI 51I4x117I8 Simpson HW USSOI11.88 54151b PSL 5114x14 Simpson HW U5.50114 54151b PSL Beam Connector Schedule Notes: 1. All connectors shall be manufactured by Simpson Strong -Tie Company. 2. Instillation, including number of fasteners, orientation and application, shall comply with manufacturefs recommendations ROOF DECK SCHEDULE Mark Thickness Gauge Type Finish Sidelap Remarks RD01 1112" 22 8 Painted Rmf Deck Schedule Notes'. 7. Abbreviations: wR =wore Rib WRC = WR Cellular WRA =Wide Rib Acoustical WRAC =Wide Rib Acoustical Cellular Non -Inter =Non -interlocking %idelap Interlock =Interlocking Sidelap 2. Provide minimum of1112'bearing at ends of deck. 3. Pravda minimum of 4* interior bearing. COLUMN SCHEDULE (grid intersection) Grid Intersection Size Base Plate Size Anchor Rods Remarks Thickness Width Length Size (Die) Quantity S-1 HSS5X5X3I8 3l4" 1' - 0" 1' - 0" 3/4" 4 N-1 HSS5X5X3I8 - 0" 1' P-1 HSS5X5X3I8 3l4" 1' - 0" 1' - 0" 3/4" 4 Column Schedule Notes: 1. See typical details for column base construction. CURRANA& ARCRITEOTURE 6925 EAST 96TH ST., SUITE 105 INDIANAPOLIS, IN 46250 O 317. 288.0681 F 317. 288 . 0753 McCOMAS ENGINEERING Structural Engineers 1717 East llbih Street, Suite 200 Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com MEI 18263 No. asoazs STATE OF THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEMS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTU UL P0.0r4RTY OF CV 0.RAN ARCHITECTURE. AND wac NOT TO BE USED O0. REPROInVCCO. WHOLE OR IN PART. WITHOUT Trv. RITTFN corvsFNT of c Uaa,.ry ,.acrviT.cTLIa.. c®PrRICHT 2013. cL,RR.ary .aac HITECTL,RE PROJECT INFORMATION PLAYSCHOOL AT LEGACY GYM ADDITION 14454 COMMUNITY DRIVE CARM EL, INLDIANA 46032 REVIEW SET 11.16.18 BID SET 11,26.18 PERMIT SET 02.04.19 ADDENDUM O1 1 02.04.19 S402 18263-MEI