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INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. - <br />ix PT DRAPE BLKG - <br />ABOVE WINDOWS 112" <br />G.W.B. <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO ix2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 60 MIL. OR EQUAL <br />SEE ROOF <br />� PLAN 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 />\ Z STRUCTURAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />t EE I. BD. WALUM DRIP EDGE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />SEE STRUCTURAL <br />PLAN <br />PRECAST WIN. SILL <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />0'-0" <br />FIN. FL. <br />- FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL @ WINDOW <br />SCALE: 1/2" = V-O" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />-- <br />w <br />GYPSUM <br />PROVIDE 2X4 <br />GYPSUM <br />BOARD <br />FRAMED <br />BOARD J <br />ENCLOSURE FOR <br />3 1/2"" <br />GYPSUM — <br />ELECTRICAL <br />BOARD <br />PANEL, FINISH W/ <br />FGARAGE] a <br />'GYPSUM <br />t <br />BOARD <br />NICHE FOR — <br />ELECTRIC METER <br />ELECTRICAL <br />LOCATION - SEE <br />PANEL & <br />PLANS. VERIFY <br />WIRING <br />INSTALLATION IN i <br />_ <br />iv <br />FIELD <br />ELECTRICAL M <br />PANEL <br />ELECTRICAL— <br />STUCCO <br />PANEL <br />FINISH <br />_ <br />N <br />EXTERIOR <br />EXTERIOR <br />CMU BLOCK <br />CMU BLOCK <br />WALL <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />N CONCRETE CONCRETE — <br />CURB REFER CURB REFER <br />TO PLANS TO PLANS <br />NATIONAL CODES. <br />VERIFY PANEL CONCRETE <br />DIMENSIONS PRIOR TO M>� }���r SLAB ON <br />e �, x GRADE AT <br />CONSTRUCTION. GRADE <br />GARAGE <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER <br />BACKED LATH OVER <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />HURRICANE STRAP EACH <br />END OF TRUSS - REFER TO <br />STRUCTURAL. <br />MID -WALL WEEP SCREED/ <br />EXPANSION JOINT <br />�( <br />Y(REFER TO ELEV.) <br />INSULATION AS I _ <br />PER SPECS. <br />2X ALUM WRAPPED FASCIA <br />1/2" (MIN.) CLG. BD. <br />BD. w/ALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT AS PER SPECS. <br />GABLE END ROOF <br />TRUSS - REFER TO <br />MASONRY LINTEL, SEE <br />STRUCTURALS <br />STRUCTURALS <br />TYP. GABLE END <br />DETAIL <br />SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL <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 />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 60 MIL. OR EQUAL 12 <br />SEE ROOF \� SEE ROOF <br />� PLAN PRE-ENGINEERED ROOF 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 I I <br />2x6 ALUM WRAPPED FASCIA <br />EE BD. w/ALUM DRIP EDGE 1/2" EXTERIOR SOFFIT <br />E V. BD. W/ KNOCKDOWN <br />1/2" (MIN.) ----- PLASTER FINISH <br />CLG. BD. SOFFIT INSTALLED PER <br />SEE STRUCTURAL <br />a' TYPE'X' GYP. BD. MANUF. SPECS PLANS <br />TO BE PROVIDED 2X PT BLOCKING <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />DRIVEWGARAGE SLAB, 4" SPECS AY PER COMMUNITY <br />SEE STRUCTURAL <br />PLANS 0'-01, SLOPE <br />SLOPE SLOPE FIN. FL. .._—► <br />FOUNDATION <br />M PER STRUCTURAL DRAWINGS <br />WALL SECTION Cab GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />L ----- J <br />z <br />a <br />� <br />i <br />w <br />:1E <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />_1E <br />cV <br />ch <br />co <br />N <br />m <br />----- <br />----- <br />dL <br />�l 1' <br />" <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-O" <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 />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL <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 />,,,,,—HURRICANE <br />TRUSS - REFER TO <br />- STRUCTURAL. <br />\ ,OL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />�EE I, BD. w/ALUM DRIP EDGE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />OL 0'-01, <br />FIN. FL. <br />�—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ LANAI/PORCH <br />SCALE: 1/2" = 1'-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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