HomeMy WebLinkAboutB16-0208 approved framing.pdfFRAMING N O]~,S:~v~aa FoR coo
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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 ITWAS 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 BITTER SPACED
AT 16" o.c., TYPICAL, UNLESS NOTED OTHERWISE. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM
FLOOR TO FLOOR AND FLOOR TO ROOF.
4. TOP AND BOTIOM PLATES SHALL BE OF DOUGLAS FIR-LARCH OR HEM-FIR #2 OR BITTER. PLATES IN DIRECT
CONTACT WITH CONCRETE OR MASONRY SHALL BE OF PRESSURE TREATED HEM-FIR #2. PRESERVATIVE
TREATED LUMBER REQUIRES ALL CONNECTIONS AND NAILING BE GALVANIZED PER CODE.
5. TIE NEW TOP PLATE SECTIONS TO OLD WITH SIMPSON STA2122 STRAPS AND 100X11/2" NAILING, TYP.
6. WALL SHEATHING SHALL BE 7/16" PLYWOOD OR OSB SHEATHING RATED 24/16EXPOSURE1 OR BITTER
NAILED WITH lOd GUN NAILS (0.131"x3") AT 4" o.c. MIN AROUND ALL OPENINGS, AND AT PANEL EDGES.
BLOCK ALL PANEL EDGES.
7. FOR ALL SOLID OR BUILT-UP COLUMNS BEARING THROUGH FLOOR JOIST SPACES, PROVIDE BLOCKING IN
JOIST SPACE WITH CROSS SEctlONAL AREA TO MATCH COLUMN ABOVE.
8. AT REMEDIATION OF EXTERIOR RIM JOIST. CUT BACK AFFECTED AREA, PROVIDE SQUASH BLOCKS EA.SIDE OF
WALL/COLUMN LOAD ABOVE, PER THESE NOTES, AND ADD ADDITIONAL STUD BELOW. MIN. 3" JOIST
BEARING.
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FRAMING NOTES
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•910•S. STRUCTURAL ENGINEERING -CIVIL ENGINEERING -ARCHITECTURAL DRAFTING -30 MODELING
JOBNO.
16005
SHEET NO.
51.2