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HomeMy WebLinkAbout06010026.2THIRD F EL. 118'- 5ECON1 EL. 109 FIRST F EL. 100' -0" 10 SOLID BLOCKING BETWEEN TRUSSES @ SHEAR WALL LOCATIONS -� ROOF SHEATHING BEYOND ROOF TRUSSES (2) 20 TOP PLATE (2) 20 MIN. EACH END PLYWOOD FLOOR SHEATHING SIMPSON CS16 STRAP w/ (11) 1 O NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL 16" DEEP SOLID LSL OR LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCATIONS WOOD I- JOISTS ---, (2) 20 TOP PLATE SIMPSON L90 @ 36 "oc - BLOCKING TO TOP PLATES (3) 20 MIN. EACH END - (2) SIMPSON CS16 STRAPS w/ (14) 1 O NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL -� WOOD I- JOISTS (2) 2x TOP PLATE (2) 4 "0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 16" DEEP SOLID LSL OR LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCAIONS SIMPSON L90 @ 24 "oc - BLOCKING TO TOP PLATES (3) 2x STUDS MIN. EACH END--/ o SIMPSON HD8A HOLDOWN w/ (3) $ "O BOLTS THROUGH STUDS & Z � U Q :z M U O O U til SOLID BLOCKING BETWEEN TRUSSES @ SHEAR WALL LOCATIONS -� ROOF SHEATHING BEYOND ROOF TRUSSES (2) 20 TOP PLATE (2) 20 MIN. EACH END PLYWOOD FLOOR SHEATHING SIMPSON CS16 STRAP w/ (11) 1 O NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL 16" DEEP SOLID LSL OR LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCATIONS WOOD I- JOISTS ---, (2) 20 TOP PLATE SIMPSON L90 @ 36 "oc - BLOCKING TO TOP PLATES (3) 20 MIN. EACH END - (2) SIMPSON CS16 STRAPS w/ (14) 1 O NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL -� WOOD I- JOISTS (2) 2x TOP PLATE (2) 4 "0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 16" DEEP SOLID LSL OR LVL BLOCKING BETWEEN JOISTS @ SHEAR WALL LOCAIONS SIMPSON L90 @ 24 "oc - BLOCKING TO TOP PLATES (3) 2x STUDS MIN. EACH END--/ o SIMPSON HD8A HOLDOWN w/ (3) $ "O BOLTS THROUGH STUDS & 9 0 ANCHOR ROD EMBEDED INTO CONCRETE w/ HILTI HIT RE500 EPDXY ADHESIVE 3 A3.2 0 _1 EAST ELEVATION 1' 4' 16' 0 21 8 PARAPET TOP PLATE PARAPET STUDS (2) 4" 0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 20 STUDS @ 16 "o.c. SIMPSON LTP4 @ 42" O.C. FROM BLOCKING TO TOP PLATES OF WALL 7/16 "APA RATED SHEATHING NAILED w/ 8d NAILS @ 6 "o.c. ALONG PANEL EDGES / � - +( & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY ItV 11 All Y VERT. STUDS OR HORIZ. BLOCKING. 0 _1 i l., -16d NAILS @ 16 "oc - BOTTOM PLATE TO JOIST OR BLOCKING BELOW - 20 BOTTOM PLATE (2) 4 "0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 3rd FLOOR r, 20 STUDS, SPACING INDICATED ON PLAN 4„ 7/16 "APA RATED SHEATHING NAILED w/ 8d NAILS @ 6 "o.c. ALONG PANEL EDGES & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. 16d NAILS @ 8 "oc - BOTTOM PLATE TO JOIST OR BLOCKING BELOW PLYWOOD FLOOR SHEATHING 20 BOTTOM PLATE 2nd FLOOR r, 2x STUDS, SIZE AND SPACING AS INDICATED ON PLANS 7/16 "APA RATED SHEATHING NAILED w/ 8d NAILS N @ 6"o.c. ALONG PANEL EDGES & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. 1/2"0 ANCHOR BOLTS @ 32 "o.c., CAST IN PLACE (ONLY AT SHEAR WALL PANELS) P.T.2x BOTTOM SILL PLATE TOP OF CONCRETE TYPICAL SHEAR WALL PANEL (SHOWN SHADED ON PLAN) TYFICAL 3-5TORY EXTEKIOK SHEAF WALL 6" 2' 10' 0 1' 5' ROOF TRUSS SHALL BE DESIGNED TO TRANSFER 3200# FROM TOP ROOF SHEATHING CHORD TO BOTTOM CHORD @ EAC ROOF TRUSSES SHEAR WALL LOCATION / (2) 2x4 TOP PLATE (2) 2x4 MIN. EACH END PLYWOOD FLOOR SHEATHING - SIMPSON CS16 STRAP w/ (11) 10d NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL PUT ON END OF WALL AND TURN 90 DEG. WOOD I -JOIST (2) 20 TOP PLATE SIMPSON L90 @ 36 "oc FROM JOIST BOTTOM CHORD TO TOP PLATES OF WALL. -/ (3) 2x4 MIN. EACH END (2) SIMPSON CS16 STRAPS w/ (14) 10d NAILS @ TOP & BOT., TYP. @ EA. END OF EA. SHEAR WALL WOOD I -JOIST --, (2) 2x TOP PLATE (2) '0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) SIMPSON L90 @ 24 "oc - JOIST BOTTOM CHORD TO TOP PLATES OF WALL. -- (3) 2x STUDS MIN. EACH END o 1 SIMPSON HD8A HOLDOWN w/ (3) "'0 BOLTS THROUGH STUDS & 8 "0 ANCHOR ROD EMBEDED INTO CONCRETE w/ HILTI HIT RE500 EPDXY ADHESIVE 4 A3.2 0 1 2 A3.2 WEST ELEVATION 1' 4' 16' 0 2' 8' 32' (2) "'0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 2x4 STUDS @ 16 "o.c. SIMPSON LTP4 @ 48 "oc FROM TRUSS BOTTOM CHORD TO TOP PLATES OF WALL - 7/16 "APA RATED SHEATHING ONE SIDE NAILED w/ 8d NAILS @ 6 "o. c. ALONG PANEL EDGES & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. -16d NAILS @ 16 "oc - BOTTOM PLATE TO JOIST BELOW - 20 BOTTOM PLATE -(2) 0 THRU BOLTS EACH SIDE OF SPLICE. (TYP. THRU -OUT BUILDING UNLESS NOTED OTHERWISE) 3rd FLOOR r. -20 STUDS, SPACING INDICATED ON PLAN 7/16 "APA RATED SHEATHING ONE SIDE, NAIL w/ 8d NAILS @ 6 "o.c. ALONG PANEL EDGES & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. 16d NAILS @ 8 "oc - BOTTOM PLATE TO JOIST BELOW PLYWOOD FLOOR SHEATHING 20 BOTTOM PLATE i TYPICAL SHEAR WALL PANEL (SHOWN SHADED ON PLAN) 2nd FLOOR �. 2x STUDS, SIZE AND SPACING AS INDICATED ON PLAN 7/16 "APA RATED SHEATHING ONE SIDE NAIL w/ 8d NAILS @ 6 "o.c. ALONG PANEL EDGES & @ 12 "o.c. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING. 1/2"0 ANCHOR BOLTS @ 32 "o.c., CAST IN PLACE (ONLY AT SHEAR WALL PANELS) P.T.2x BOTTOM SILL PLATE TOP OF CONCRETE TYPICAL 5-STORY INTEKIOK 5HEAK WALL 6" 2' 10' 0 1' 5' GENERAL NOTES, TH15 SHEET: 1. Minimum 4" clearance from brick to grade, typical throughout. 2. Elevation 100' -0" Shown for reference only. 3. Brick couroco indicated are nominal, See wall 5ection5 for actual dimenoion5. 0 GONSTKUGTION NOTES, THIS SHEET: 1. Brick veneer, Color 1. 2. Curtain wall 5y5tem: YKK model #YCW 752, 4 7/8" deep 5y5tem. 3. Brick veneer, Color 2. 4. Storefront 5y5tem: YKK model #YWE 40T. 5. Clear g1a55, typ, at Owner's option provied tinted gla55 to match Spandrel. 6. Exhaust grille per GE Zonelitic 5pecificationo. 7. Concrete foundation wall & footing. 8. Not Used. 9. Spandrel 01a55, typ. 10. Metal coping. 11. Stacked block retaining wall. 12. Grade, See Site plan. 13. Not Used. 14. Not Used. 15. Typical brick expansion joint, locate at inthrior corner. CLEAR GLASS, SEE ELVATION5 FOR SPANDREL & CLEAR GLA55 LOCATIONS SPANDREL GLA55, - SEE ELVATIONS FOR 5FANDREL & CLEAR GLA55 LOCATIONS CURTAIN WALL 5Y5TEM, 5EE 5HEET A3.1 5FANDREL GLA55,' SEE ELVATION5 FOR SPANDREL & CLEAR GLASS LOCATIONS 5 A3.2 1/2" PLASTIC LAMINATE SILL TYF. EXTERIOR WALL, SEE 1/A4.1 4" PLYWOOD 5U13FLOOR 16" GEORGIA PACIFIC I -JOIST @ 12" O.C. 2 GYF. BD. CEILING OVER 2" R.C. CHANNELS (2) 1 3/4 "x14" LVL FRAMING DETAIL 1" 4" 1' 4' Z � U Q i P R O P E R T I E S This document and the ideas and designs incorporated herein are the property of CMC Properties. They are not to be used or reproduced in whole or in part for any other project or purpose without the written authorization of CIVIC Properties. © 2007 CornetteNioletta Architects, LLC 2142 Alpine Place Cincinnati, Ohio 45206 Phone (513) 221 -6600 Fax (513) 221 -6606 Date JAN 07 Revisions 2/01/07 155UED FOR 55A REVIEW 3/23/07 155UED FOR REVIEW 05.01.07155UED FOR MEP U5E 05.14.07155UED FOR PERMIT Sheet No. A3.2 11__I Z � U Q :z M U O O U CornetteNioletta Architects, LLC 2142 Alpine Place Cincinnati, Ohio 45206 Phone (513) 221 -6600 Fax (513) 221 -6606 Date JAN 07 Revisions 2/01/07 155UED FOR 55A REVIEW 3/23/07 155UED FOR REVIEW 05.01.07155UED FOR MEP U5E 05.14.07155UED FOR PERMIT Sheet No. A3.2