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rl <br />(D <br />SEE <br />ROOF PLAN <br />INSULATION AS <br />PER SPECS. J <br />PRE-ENGINEERED <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />TYP. HIPPED <br />PE <br />SCALE: 1/2" = 1'-O" <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />TOP OF C.M.U. <br />'AF(REFER TO ELEV.) <br />2X ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />HURRICANE STRAP - REFER TO <br />STRUCTURALS <br />MASONRY LINTEL -REFER TO <br />STRUCTURALS <br />NT ROOF DETAIL <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />12 <br />R905.1.1.1 (SEE SHEET CS2) <br />SEE ROOF <br />PRE-ENGINEERED ROOF <br />PLAN <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />I <br />INSULATION PER <br />2x6 ALUM WRAPPED FASCIA <br />COMMUNITY SPEC. <br />EE BD. w/ALUM DRIP EDGE <br />SEE ENERGY CALCS. <br />V. <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />1x PT DRAPE BLKG <br />MANUF. SPECS <br />ABOVE WINDOWS 1/2" <br />2X PT BLOCKING <br />G.W.B. <br />SEE STRUCTURAL <br />WINDOW PER PLAN <br />PLAN <br />GYP.BD. <br />WINDOW SILL <br />1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO ix2 PT. <br />FURRING @ 24" O.C. SLOPE GRADE AWAY <br />BASE BOARD FROM HOUSE <br />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL @ WINDOW <br />SCALE: 1/2" = 1'-O" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />11 <br />GYPSUM <br />PROVIDE 2X4 <br />GYPSUM <br />BOARD <br />FRAMED <br />BOARD z <br />g <br />ENCLOSURE FOR <br />_ <br />3 1/2" CL <br />GYPSUM — <br />ELECTRICAL <br />ui <br />BOARD <br />PANEL, FINISH W/ <br />GARAGE <br />"' GYPSUM <br />BOARD <br />NICHE FOR — <br />ELECTRIC METER <br />j <br />ELECTRICAL <br />LOCATION - SEE <br />PANEL & <br />PLANS. VERIFY <br />WIRING <br />INSTALLATION IN <br />a <br />N <br />FIELD <br />M <br />ELECTRICAL <br />PANEL <br />ELECTRICAL - <br />STUCCO <br />PANEL <br />FINISH <br />iV <br />EXTERIOR <br />EXTERIOR <br />Co <br />CMU BLOCK <br />ICMU <br />BLOCK <br />WALL <br />WALL <br />CONCRETE N <br />CONCRETE <br />CURB REFER <br />CURB REFER <br />TO PLANS <br />TO PLANS <br />CONCRETE <br />SLAB ON <br />.. is <br />GRADE <br />- <br />GRADE AT <br />GARAGE <br />1-STORY - MASONRY WALL <br />12 <br />SEE ROOF <br />PLAN <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />1/2" (MIN.) J ---- <br />CLG. BD. SOFFIT INSTALLED PER <br />(e" TYPE'X' GYP. BD. MANUF. SPECS <br />TO BE PROVIDED 2X PT BLOCKING <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN <br />8" CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4 SPECS <br />PLANS J, 0'-0" <br />SSE SLOPE FIN. FL. <br />`—FOUNDATION <br />c) PER STRUCTURAL DRAWINGS <br />WALL SECTION @ GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ATTIC <br />FLOOR <br />REFER <br />OR SECOND <br />LIVING SPACE <br />TO PLANS <br />T.O. 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