HomeMy WebLinkAboutB16-0219 approved framing.pdf'2.~TIE ·
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DESIGN REVIEW
STAFF APPROVAL
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~ 1~--1/4" = 1'-0"
NOTES:
1. WALL FRAMING PREVIOUSLY LOCATED AND POSSIBLY SUPPORTING THE MEMBER ABOVE SHALL BE
RETURNED TO PRE-WATER DAMAGE LOCATION AND CONFIGURATION. IT IS THE CONTRACTORS
RESPONSIBILITY TO RETURN THIS FRAMING TO EXACTLY THE WAY IT WAS BEFORE DEMO.
2. MINIMUM SUPPORT COLUMN SHALL BE (3)-3X6 AT CORNER INFILL AND BE OF DOUGLAS-FIR No.2 GRADE OR
BETTER.
3. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 DOUGLAS-FIR STUD GRADE STUDS OR BETTER SPACED
AT 16" o.c., TYPICAL, UNLESS NOTED OTHERWISE. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM
FLOOR TO FLOOR ANO FLOOR TO ROOF.
4. TOP Al'\!D BOTTOM PLATES SHALL BE OF DOUGLAS FIR-LARCH OR HEM-FIR #2 OR BETTER. PLATES IN DIRECT
CONTACT WITH CONCRETE OR MASONRY SHALL BE OF PRESSURE TREATED HEM-FIR #2. PRESERVATIVE
TREATED LUMBER REQUIRES ALL CONNECTIONS ANO NAILING BE GALVANIZED PER CODE.
5. TIE NEW TOP PLATE SECTIONS TO OLD WITH SIMPSON STA2122 STRAPS AND 100 X 11/2" NAILING, TYP.
6. WALL SHEATHING SHALL BE 7 /16" PLYWOOD OR OSB SHEATHING RATED 24/16 EXPOSURE 1 OR BETTER
NAILED WITH lOd GUN NAILS (0.131"x3") AT 4" o.c. MIN AROUND ALL OPENINGS, ANO AT PANEL EDGES.
BLOCK ALL PANEL EDGES.
7. FOR ALL SOLID OR BUILT-UP COLUM~S BEARING THROUGH FLOOR JOIST SPACES, PROVIDE BLOCKING IN
JOIST SPACE WITH CROSS SECTIONAlAWE~ mffvMftj~ COLUMN ABOVE. ··,}~ ../:P'1VE0 Fo·'·R·· ... coo·· e-. ' -·· '· \ '-· '\i .: .. . . . ' fl
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ONDO JOBNO.
16005
STRUCTURAL ENGINEERING -CIVIL ENGINEERING -ARCHITECTURAL DRAFTING -3D MODELING