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� 0 <br /> ,o U <br /> N F" <br /> 235 LBS ASPHALT OR FIBERGLASS SHINGLES(COLOR: 00 z <br /> ao <br /> TO MATCH HOUSE)WITH 15 LB FELT(OVERLAPS ICE u H <br /> SHIELD 36") z ii <br /> 36"ICE AND WATER SHIELD _ z ¢ <br /> � cn Hwa <br /> 1/2"OSB SHEATHING(4 X 8)WITH 1/2" H <br /> 12 STEEL PLYWOOD CLIPS <br /> 3 U „ °r° w <br /> 2 X 4 ROOF TRUSSES 24"O.C. Q O Q 5 N o <br /> V) uo � d <br /> cn <br /> 00 ch <br /> d MHx � <br /> onaw <br /> 24"PLYWOOD OVERHANG(TYP) W <br /> z <br /> >-4 <br /> NEW DOUBLE 2 x 6 TOP PLATE =�""� M N 00 <br /> ^'M <br /> 040 ~0~ <br /> u jz' 'i-ti <br /> "' �-��r <br /> STUCCO SIDING&t CEDAR TRIM TO p,/W Q N N N <br /> MATCH HOUSE z <br /> 1/2"OSB SHEATHING(4 x 9) U O x U <br /> EXTERIOR WEATHER WRAP(TIEVEC OR EQUAL) <br /> x ti <br /> N <br /> z <br /> a <br /> F w 2 x 6 STUDS 16"O.C. a� <br /> U <br /> 00 TREATED 2 x 6 BOTTOM PLATE ON CONCRETE <br /> fV <br /> 00 BLOCKS WITH ANCHOR BOLTS 60.C. 00 ¢ O <br /> ONE COURSE 6"CONCRETE BLOCK ADJACENT TO SLAB NOTE:NO z <br /> 4"CONCRETE SLAB RESTS ON THE J ( Q t'U <br /> INSIDE 2"OF 8"CONCRETE BLOCK COURSES OF CONCRETE BLOCK AT SERVICE DOOR)-STEP Q a• u <br /> COURSES OF BLOCK AS NEEDED WHERE GRADE REQUIRES <br /> RODS IN SLAB 48"O.C.(2 ON EACH SIDE OF PERIMETER) <br /> U � z <br /> 0 <br /> MIN. WOOD TO E„�,” r , tP<tiR��TfUt�t 6' Oz w0 w <br /> O <br /> 00 En <br /> TOP(6TH)COURSE CONCRETE BLOCK SHALL oo z p <br /> :• z BE 6"BLOCK AND ABOVE FINAL GRADE P- v <br /> � o ►� N <br /> CRUSHED CONCRETE FILL UNDER `rW v <br /> - 4MIN.) 5 COURSES 8"CONCRETE BLOCK C7 <br /> SLAB VARIES TO GRADE " <br /> ( M <br /> • NOTE: o <br /> 1. CAULK AND FLASH ALL DOORS AND WINDOWS <br /> 2. REFER TO ELEVATION VIEWS FOR BUILDING HEIGHT. <br /> • SHEET NO: <br /> 8"x 20"CONTINUOUS STRIP FOOTING A3 <br /> WITH REINFORCEMENT(RODS) <br /> OF 3 SHEETS <br />