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Home My WebLink About03070151.16EAST ELEVATION 1 Z , WEST ELEVATION A32 1 � 4' 16' 0 2' 8' 3 2' (2) a"0 THRU BOLTS EACH (2) a "� THRU BOLTS EACH SIDE OF SPLICE. (TYP. SIDE OF SPLICE. (TYP. THRU—OUT BUILDING UNLESS 1 (2) 2x4 TOP PLATE THRU—OUT BUILDING UNLESS 1 (2) 2x4 TOP PLATENOTED OTHERWISE) 4„ „ „4„ NOTED OTHERWISE) 4"6116"4" 2x4 STUDS @ 16"o.c. 2x4 STUDS @ 16"o.c. 7/16"APA RATED SHEATHING NAILED w/ 8d NAILS @ 6"ocALONG PANEL EDGES (2) 2x4 MIN. 7/16"APA RATED SHEATHING, ONE SIDE, NAILED (2) 2x4 MIN. 6"o.c. w/ 8d NAILS @ 6"o.c. ALONG PANEL EDGES & @ 12 o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY & @ 12"o.c. AT INTERMEDIATE SUPPORTS. VERTSTUDS OR HORIZ. BLOCKING. SIMPSON CS16—R STRAP w ALL PANEL EDGES MUST BE BLOCKED BY . PLYWOOD FLOOR SHEATHING / VERT. STUDS OR HORIZ. BLOCKING. 2x4 BOTTW PLATE (11) 10d NAILS @ TOP & BOT., SIMPSON CS16—R STRAP w/ (11) TYPICAL @ EACH END OF 3,> 10d NAILS @TOP &BOT., TYP. (2) 4„0 THRU BOLTS EACH EACH INTERIOR SHEAR WALL (2) a O THRU BOLTS EACH SIDE OF SPLICE. (TYP. @ EA. END OF EA. SHEAR WALL SIDE OF SPLICE. (TYP. 1 THRU—OUT BUILDING UNLESS WOOD TRUSSES @ 12"o.c. THRU—OUT BUILDING UNLESS 1 (2) 2x4 TOP PLATE o NOTED OTHERWISE) o NOTED OTHERWISE) (2) 2x4 TOP PLATE -' r FL00 WOOD TRUSSES @ 120.c. 3rd FLO R 6 20 STUDS, SPACING INDICATED ON PLAN 2x4 STUDS @ 16'o.c. 0 o_ s 7/16"APA RATED SHEATHING, BOTH SIDES, NAILED (2) 2x4 MIN. - 7/16"APA RATED SHEATHING NAILED w/ (2) 2x4 MIN. 8d NAILS @ 6"o.c. ALONG PANEL EDGES w/ 8d NAILS @ 6"o.c. ALONG PANEL EDGES � & @ 12"o.c. AT INTERMEDIATE SUPPORTS. & @ 12"o. c. AT INTERMEDIATE SUPPORTS. (2) ALL PANEL EDGES MUST BE BLOCKED BY SIMPSON CS16—R STRAPS, ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING, ONE EACH SIDE, w/ (11) 10d VERT. STUDS OR HORIZ. BLOCKING. SIMPSON CS16—R STRAP w/ (11) NAILS @ TOP & BOTTOM, 10d NAILS @ TOP & BOT., TYP. PLYWOOD FLOOR SHEATHING TYPICAL @ EACH END OF PLYWOOD FLOOR SHEATHING @ EA. END OF EA, SHEAR WALL 2x4 BOTTOM PLATE EACH INTERIOR SHEAR WALL 2x4 BOTTOM PLATE WOOD TRUSSES @ 12"o.c. WOOD TRUSSES @ 12"o.c. 0 2nd FLOOR 2nd FLOOR h (2) 2x4 TOP PLATE (2) 2x TOP PLATE" 6'4" 2x STUDS, SIZE AND SPACING 2x4 STUDS @ 16"o.c. AS INDICATED ON PLANS 7/16"APA RATED SHEATHING, BOTH SIDES, NAILED w/ 3„ H a 7/16"APA RATED SHEATHING NAILED w/ 8d NAILS (2) a"� THRU BOLTS EACH co 8d NAILS @ 6"o.c. ALONG PANEL EDGES & @ 12"o.c. (2) a O THRU BOLTS EACH , SIDE OF SPLICE. TYP. THRU—OUT AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST OF SPLICE. TYP. THRU—OUT @ 6"o.c. ALONG PANEL EDGES & @ 12"o.c. AT ( SIDE ( INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BUILDING UNLESS NOTED OTHERWISE) BE BLOCKED BY VERT. STUDS OR HORIZ, BLOCKING. BUILDING UNLESS NOTED OTHERWISE) BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. 1 (2) 2x4 MIN. 1/2"0 ANCHOR BOLTS @ 24"o.c., CAST IN PLACE (2) 2x STUDS MIN. 1/2"0 ANCHOR BOLTS @ 24"o.c., CAST IN PLACE (ONLY AT SHEAR WALL PANELS) (ONLY AT SHEAR WALL PANELS) SIMPSON HD6A HOEDOWN w/ SIMPSON HD2A HOLDOWN w/ 71,P.T.2x4 BOTTOM SILL PLATE 5 "0 THREADED ROD EPDXY P.T.2x BOTTOM SILL PLATE s 0 THREADED ROD EPDXY GROUTED INTO FOUNDATION GROUTED INTO FOUNDATION SLAB ON FOOTING FOUNDATION WALL WALL w/ EPCON "CERAMIC -6" + WALL w/ EPCON "CERAMIC -6" +1-11 5" T INTO STUDS ao (2) g"0 THRU BOLTS INTO STUDS, (2) $ � THRU BOLTS TYPICAL @EACH END OF EACH TYP. @ EA. END OF EA. SHEAR WALL INTERIOR SHEAR WALL TYPICAL SHEAR WALL PANEL TYPICAL SHEAR WALL PANEL (SHOWN SHADED ON PLAN) (SHOWN SHADED ON PLAN) 5- A3.2 TYPICAL 5-5TORY EXTERIOR SHEAF WALL K 6" 2' 10' 0 1' S' 4 , TYPICAL 5 -STORY INTERIOR SHEAF WALL GENEKAL NOTE5, TH15 5HEET: 1. Minimum 4" clearance from brick to grade, typical throughout. 2. Elevation 100'-0" shown for reference only. 3. Brick courses indicated are nominal, see wall oection5 for actual dimensions. O CON5TKUCTION NOTE5, TH15 5HEET: 1. Brick veneer, Color 1. 2. Curtain wall system: YKK model #YCW 752, 4 7/8" deep system. 3. Brick veneer, Color 2. 4. Storefront system: YKK model #YWE 40T. 5. Clear glass, typ, at Owner's option provied tinted glass to match Spandrel. 6. Exhaust grille per GE Zoneline opecification5. 7. Concrete foundation wall & footing. 8. Not Used. 9. Spandrel glass, typ. 10. Metal coping. 11. Stacked block retaining wall. 12. Grade, see Site plan. 13. Not Used. 14. Typical brick expansion joint. 15. Typical brick expansion joint, locate at interior corner. CLEAR GLASS, — SEE ELVATION5 FOR 5PANDREL & CLEAR GLA55 LOCATIONS 5PANDREL GLA55,- 5EE ELVATION5 FOR 5PANDREL & CLEAR GLA55 LOCATIONS CURTAIN WALL SYSTEM, SEE SHEET A3.1 5PANDREL GLASS, - SEE ELVATION5 FOR 5PANDREL & CLEAR GLASS LOCATIONS 5 A3.2 1/2" f LA5TIC LAMINATE SILL TYP. EXTERIOR WALL, SEE 1/A4.1 2x4 PLATE BTWN. STIFFENER PL.'S wl MIN. (2) 3/16" 0 RAM5ET PIN5 4" PLYWOOD 5UBFLOOP, T5 10x4x3/8" 7 16" BEEP I WODf�FL u O.C. D� GYP, BD. CEILING OVER 2R.C. CHANNELS 16".0 RAM5ET PIN 2x4 STUD WALL W/ BATT INSULATION FRAMING DETAIL Revised l 155ue4 9-6-02 155ued 1-8-03 Addend \� Hre4itcc planni interJor C Il �i;i�ON 1351 Kemp Cincinnati, ( TEL: 513.7 FAX. 51:3.7 zp, Cornett and Ass Design Cons 2142 Alpine Cincinnati, ( Phone (513) Fax cO 2002 C This document, designs incorpor property of Speer are not to be uo whole or in part, i or purpose wit authorization c Date: MAR. 2002 Job No.: 1 Revised l 155ue4 9-6-02 155ued 1-8-03 Addend \� Hre4itcc planni interJor C Il �i;i�ON 1351 Kemp Cincinnati, ( TEL: 513.7 FAX. 51:3.7 zp, Cornett and Ass Design Cons 2142 Alpine Cincinnati, ( Phone (513) Fax cO 2002 C This document, designs incorpor property of Speer are not to be uo whole or in part, i or purpose wit authorization c Date: MAR. 2002 Job No.: