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HomeMy WebLinkAboutWWP2703473.125-0"* 01 cn i 0 0 00 0 i 0 Y 0 ry CD 0 z 0 0 cn 0 0 i 00 N �S O 6 N 00 N z U� w 0 0 0 06 0 0 0 i 0 0 w z w 0 0 N z O w w L Al w _' SEE 0 1'-4" '-4" '-4" EDGE OF FOOTING BELOW FULLY GROUTED CMU SCREEN WALL W/ SOUND ATTENUATION SEE ROTFIHI LL GENERATOR SLAB ON GRADE FOR REINFORCING DETAIL SEE Kennedy/Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253-835-6400 Fax 253-952-3435 PROVIDE CONTROL JOINTS ® 5'-0" OC 1-191!111171111111111 0 I z QD w w SIMPSON HC BLOCKING AT PANEL EDGES SEE NOTE 2 2x10 FASCIA TYP TRUSSES @ 2'-0" OC ROOF PLAN 24" 18" 12" 6" 0 1' 2' 3' 4' SCALE: 1 /2"=1'-0" NOTES: 1. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON DRAWINGS. 2. ATTACH PLYWOOD SHEATHING TO ROOF TRUSSES AND BLOCKING W/ 10d NAILS W/ 4" SPACING AT SHEATHING EDGES AND 6" SPACING IN THE PANEL FIELD. 3. SEE DRAWING S-2 DETAIL 2 FOR ADDITIONAL REINFORCEMENT AT SLAB CORNERS. 4. COORDINATE SIZE OF GENERATOR SLAB ON GRADE WITH FAVORABLY REVIEWED SUBMITTALS BY THE MANUFACTURER PRIOR TO CONSTRUCTION. 5. ALL WOOD CONNECTORS BY SIMPSON, USP, OR EQUAL. 6. PROVIDE STEEL TROWEL FINISH FOR BUILDING FLOOR SLAB. PROVIDE BROOM FINISH FOR GENERATOR SLAB. SEE SPECIFICATION SECTION 03350. 7. IF 2x6 TRUSSES ARE USED, CONTRACTOR SHALL PROVIDE 2x6 RAFTERS AND HIP BEAMS. SEE NOTE 7 S=347325 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004