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<br />MASONRY WALL DETAIL NOTES:
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<br />.@
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<br />(A) 1/2" CDX SHEATHING NAILED t~ITH 8D R/S NAILS 6. OC ON EDGES
<br />AND 10" OC IN FIELD. USE 1/2" STEEL PLYCLIPS. "is FELT
<br />AND FIBERGLASS SHINGLES. RIDGE VENT ~S NEEDED.
<br />
<br />(B) 2 X 4 WOOD SUB FASCIA AND ALUMINUM DRIP AND FASCIA,
<br />
<br />(C) ALUMINUM SOFFIT MATERIALS.
<br />
<br />(D) MINIMUM R-22 INSULATION IN ALL ATTIC AREAS.
<br />
<br />(E) ENGINEERED WOOD ROOF TRUSS.
<br />
<br />(F) TA24 TRUSS ANCHOR AT THIS LOCATION APPLIED PER MANUFACTURE
<br />SPECIFICATIONS.
<br />
<br />(G) POURED LINTEL I~ITH 1 5/8" REBAR CONTINUOUS AND TIED TO ALL
<br />VERTICAL RODS THAT ARE TIED TO FOUNDATION. SEE LOCATION ON
<br />FLOOR PLAN. (,Rov'" ~&-td.L{... ~V~ );... kl~lt"'H)1-1 CO.....~~l!'$~\V~
<br />STl((~"'.~4~" OF ~OC:;>O PSI
<br />(H) PRECAST LINTEL OR METAL LINTELS OVER ALL t~INDOW AND DOOR
<br />OPENINGS.
<br />
<br />(I) 1/2" CEILING GYPSUM BOARD.
<br />
<br />(J) CEILING HEIGHT HAY VARY DUE TO TRUSS TYPE,
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<br />(K) ALUMINUM SINGLE HUNG WINDOWS.
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<br />(L) P.T. FIRING OVER 3/4" TUFR INSULATION BOARD. 1/2" GYPSUM
<br />BOARD.
<br />
<br />(H) MARBLE W~NDOW SILL.
<br />
<br />(N) WOOD BASE AND TRIM.
<br />
<br />(0) CLEAN COHPACT SOIL THAT HAS BEEN TERMITE TREATED.
<br />
<br />(p) 4. CONCRETE SLAB WITH 6/6 WIRE MESH AND 6 HILL POLY.
<br />
<br />(0) TYPICAL S" X 16" FOOTING WITH 2 EACH 5/6" REBAR ON CHAIRS
<br />36" DC. VERTICAL RODS PER LOCATION ON FOUNDATION AND FLOOR
<br />PLANS TIED TO FOOTER REBAR.
<br />
<br />(R) S" BLOCK WALL WITH STUCCO EXTERIOR.
<br />
<br />(S) MASONRY WINDOW SILL.
<br />
<br />(T) 5/6" REBAR PLACED VERTICAL PER PLAN.
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<br />I I-IEREBY CERTIFY TI-IAT, IN MY 'PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSIONAL IN TI-IIS
<br />JURISDICTION) I I-IA VE REVIE'WED THE A 1'T ACI-IED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WIT1-I SECTION 1606 OF TI-IE 1994
<br />SBCCr STANDARD BUILDING CODE
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<br />REVISIONS BY
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<br />SCALE
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