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DESIGN LOADS: <br />ROOF LIVE LCAD 25 PSF <br />FLOOR LIVE LOAD 40 PSF <br />DECK LIVE LOAD 60 PSF <br />SOIL BEARING 1500 PSF ASSUMED <br />WIND 110 MPH EXPOSURE C <br />SEISMIC ZONE D <br />CONCRETE: <br />FOUNDATION WALLS TO HAVE ✓" AIRSPACE @ SIDES & ENDS OF BEAMS <br />FOUNDATCON THICKNESSES INDICATED ARE A MINIMUM <br />CONCRETE SHALL DEVELOP MINIMUM 28 DAY STRENGTH OF 3000 PSI <br />ANCHOR BOLTS TO BE %" X 10" EMBEDDED 7" MINIMUM <br />HOLDOWINS @ FOUNDATION & STEEL CONNECTORS TO BE SIMPSON OR EQUAL <br />WOOD: <br />FRAMING: <br />JOIST RAFTERS & STUDS SHALL BE #2 & BETTER <br />POST & BEAMS SHALL BE DF#2 & BETTER <br />ALL EXTERIOR & INTERIOR BEARING WALLS SHALL HAVE 4" X 12" HEADERS UNLESS <br />OTHERWISE NOTED <br />ALL MEMBERS 2X & LESS IN LEAST DIMENSION SHALL BE KILN DRIED <br />SHEATHING MATERIALS: <br />WALL SHEATHING 7/16" OSB NAILED AT 6" O.C. EDGES & 12" O.C. FIELD <br />FLOOR SHEATHING'/i' PLYWOOD OR OSB NAILED 6" O.C. EDGES & 12" O.C. FIELD <br />ROOF SHEATHING 7/16°" OSB NAILED 6" O.C. EDGES & 12" O.C. FIELD <br />GLUE LAMINATED MEMBERS: <br />ALL GLUE LAMINATED MEMBERS SHALL BE 2400 GRADE, DETAILED, FABRICATED <br />& ERECTED IN ACCORDANCE WITH WWPA STANDARD SPECIFICATIONS FOR <br />GLUE LAMINATED DOUGLAS FIR TIMBER <br />ALL GLUE LAMINATED MEMBERS SHALL BE FABRICATED WITH WATERPROOF <br />GLUE <br />WINDOWS & DOORS: <br />ALL WINDOWS TO BE U30 INSULATED GLASS OR BETTER, PROVIDE TEMPERED <br />GLASS AT SLIDING DOORS, WINDOWS WITHIN 24" OF ANY DOOR AND WINDOWS <br />LESS THAN 18" ABOVE THE FINISHED FLOOR <br />ALL SKYLIGHTS TO BE U50 INSULATED TEMPERED GLASS <br />ALL EXTERIOR DOORS TO BE SOLID CORE WOOD OR PREFINISHED WITH WOOD <br />FRAMES <br />EACH BEDROOM TO HAVE AT LEAST ONE WINDOW WITH MINIMUM CLEAR <br />OPENING OF 5.7 SF, MINIMUM HEIGHT OF OPENING 24" WIDTH OF OPENING 20" <br />AND MAXIMUM 44" SILL HEIGHTH ABOVE FINISH FLOOR <br />VERIFY DIMENSIONS SHOWN ON PLANS, DO NOT SCALE OFF DRAWINGS <br />ANGLED WALLS TO BE 45 DEGREES UNLESS OTHERWISE NOTED <br />WALLS DIMESIONED TO EDGE OF PLATE TYPICAL <br />VERIFY PLACEMENT OF 4X4 OR 4X6 POST IN STUD WALL UNDER EACH END OF <br />GIRDER TRUSSES WITH ROOF FRAMING PLAN <br />WHERE APB IS NOTED ON PLANS INSTALL 7/16' OSB SHEATHING <br />USE 8d NAILS 3" O.C. EDGES 12" FIELD ALL EDGES BLOCKED & NAILED <br />VERIFY HOLDOWN TYPES & LOCATIONS WITH FOUNDATION PLAN <br />ANCHOR BOLTS TO PENETRATE 3" OF WOOD MINIMUM <br />WHERE IPB IS NOTED ON PLANS INSTALL'Y." MINIMUM GWB PANEL 4' LONG <br />BOTH SIDES OF WALL <br />NAIL WITH 5d COOLER NAILS OR USE 1 518" SCREWS @ 7" O.C. ALL STUDS & PLATES <br />VERIFY DOUBLE JOIST OR BLOCKING BELOW @ 7" O.C. <br />POST BASE & BEAM CONNECTION DETAIL_ <br />SCALD Y4 "-I "-®" <br />2X4 VENTED ISLOCKIN( <br />2X6 P.T. SILL <br />1 /2" A,B. @ 4" O.C. <br />WITH 3" X 3" BP WASHERS <br />CEDARi ,I.i <br />6" OSB <br />1� <br />244 HOR20NTAL <br />4 HORIZONTAL <br />RON, �l <br />Nl <br />NOTE: <br />PROVIDE MINIMUM 6 SO. FT. <br />ATTIC VENTING <br />3`8 <br />SOLD Y" = V-®" <br />SUPSON DTT2Z <br />'ES <br />ISTS @ 16" O.C. <br />z <br />p- 36"" O.C. <br />S�s QIF <br />451, 0AADC <br />u sa <br />