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12 <br />SEE ROOF <br />PLAN <br />INSULATION PER —� <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. SEE <br />ELEV. <br />1/2" (MIN.) CLG. BD. <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. <br />PER ENERGY CALCS. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />w/ 3/4" SUBFLOOR <br />SCREWED AND GLUED - <br />REFER TO STRUCTURAL <br />DRAWINGS FOR SIZE AND <br />ORIENTATION <br />1/2" (MIN.) CLG. BD. <br />DRAFTSTOPPING AS <br />PER R302.12 WHEN <br />CONCEALED SPACE <br />EXCEEDS 1,000SF <br />ix6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />GYP. BD. <br />WINDOW SILL <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO 1x2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />TOP OF WALL <br />(REFER TO ELEV) <br />2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />HEADER PER STRUCTURALS <br />EXTERIOR FRAMED WALL <br />THICKNESS 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 />WALL SHEATHING PER <br />STRUCTURALPLANS <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />TOP OF CMU _ <br />(REFER TO ELEV) <br />TOP OF WINDOW <br />(REFER TO ELEV.) <br />SEE STRUCTURAL <br />DRAWINGS <br />PRECAST WIN. SILL <br />8" CMU BLOCK <br />w/ CEMENTITIOUS <br />FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION. <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />PROVIDE 2X4 <br />FRAMED <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />'GYPSUM <br />BOARD <br />ELECTRIC METER <br />LOCATION - SEE <br />PLANS. VERIFY <br />INSTALLATION IN <br />FIELD <br />FINISH <br />EXTERIOR- <br />CMU BLOCK <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />NATIONAL CODES, <br />VERIFY PANEL <br />DIMENSIONS PRIOR TO <br />CONSTRUCTION. <br />GYPSUM BOARD <br />BOARD z <br />�3 1/2" a. J" GYP"z <br />HI BOARD <br />GARAGE a <br />NICHE FOR - <br />ELECTRICAL <br />PANEL & <br />WIRING <br />N <br />ELECTRICAL M <br />PANEL ELECTRICAL <br />PANEL <br />cV <br />tO EXTERIOR — <br />co <br />CMU BLOCK <br />I WALL <br />cv CONCRETE - <br />CONCRETE <br />CURB REFER CURB REFER <br />TO PLANS TO PLANS <br />CONCRETE-- <br />SLAB ON <br />GRADEAT <br />GRADE <br />GARAGE <br />FLOOR <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <br />t2 <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 />OIL TOP OF C.M.U. <br />I-IF(REFER TO ELEV.) <br />SEE <br />2x6 ALUM WRAPPED FASCIA <br />ELEV. <br />BD. w/ALUM DRIP EDGE. <br />1/2" (MIN.) ------ <br />SOFFIT PER SPECS <br />CLG. BD. <br />I' TYPE'X' GYP. BD. <br />SEE STRUCTURAL <br />TO BE PROVIDED <br />PLAN <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />�_8" <br />CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4" SPECS <br />PLANS 0'-0" <br />SLOPE SLOPE FIN. FL. <br />Fm -- <br />- -FOUNDATION <br />M PER STRUCTURAL DRAWINGS <br />WALL SECTION ac GARAGE DOOR <br />SCALE: 1/2" = 1'-0" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />win <br />r <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" =1'-0" <br />T.O. M <br />N <br />CV <br />bo <br />CV <br />12 <br />SEE ROOF <br />PLAN <br />1/2" EXTERIOR SOFFIT <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <br />SLOPE <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />SEE 2x6 ALUM WRAPPED FASCIA <br />ELEV. BD. w/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @) LANAI/PORCH <br />SCALE: 1/2" = 1'-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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