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<br /> PER c1/55.3 a I v,� , 1 BEAM PER PLAN
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<br /> COL.PER PLAN. ATTACH UNDER EACH JOIST
<br /> 6101kil I
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<br /> DETAIL SCALE:1=11-0° 5 TYPICAL JOIST/COLUMN CONNECTION AT EXISTING MASONRY WALL SCALE:NONE 6 TYPICAL ROOF JOIST AT MASORZY WALL SCALE:NONE 8
<br /> BASES/4 Q U A N T U M
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<br /> 14 i . STAGGERED,EMBED 5" A, # 3O 1511 THIRD AVENUE
<br /> 3 3 2" // 8" / f ... DOoEGS x �- SUITE 323
<br /> SEATTLE,WA 98101
<br /> Zn / / TEL 206.957.3900
<br /> SECTION A \ / / STRUCTURAL TOPPING FAX 206.957.3901
<br /> / www.quantumce.com
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<br /> NOTE:
<br /> NOTE: INSTALL CHANNEL FRAME
<br /> SEE DETAIL 5/54.1 FOR PRIOR TO CUTTING NEW Drawing:
<br /> INFORMATION NOT SHOWN
<br /> WALL OPENING
<br /> 6816 Evergreen Way— B1206-014 S4.2
<br /> DETAIL SCALE:1"=1,o" CI CHANNELL,FRAME BASE PLATE SCALE:3/4"=1'-0° 10 NEW OPENING AT EXISTING MASONRY WAIL. SCALE:3/4"=1'-0° I I HOLLOW CORE PLANK END BEARING ON MASONRY SCALE: 1°=1'-O' 12 Job Number.
<br /> 12104.01
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