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I— - - <br />I III I __ 11 1 _a --- <br />12 <br />SEE ROOF <br />PLAN <br />(- <br />INSULATION PER - <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <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 />1 x6 PT DRAPE BLKG <br />ABOVE WINDOWS <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 1x2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <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 />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF WALL <br />\ (REFER TO ELEV.) <br />N 2X ALUM WRAPPED FASCIA <br />S E BD. w/ALUM DRIP EDGE <br />EL <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <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 />OL 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 />OL 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION <br />SCALE: 1/2" = 1'-O" <br />12 <br />SEE ROOF <br />PLAN <br />INSULATION PER t; <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. <br />1 x PT DRAPE BLKG <br />ABOVE WINDOWS 1/2" <br />G.W.B. <br />WINDOW PER PLAN 1I11 � <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />112 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 />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 />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />'IF(REFER TO ELEV.) <br />-2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />TYP. 1-STORY WALL ( <br />SCALE: 1/2" = 1'-O" <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 />STUCCO <br />FINISH <br />EXTERIOR <br />CMU BLOCK <br />WALL <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 />D WINDOW <br />GYPSUM — <br />GYPSUM BOARD <br />BOARD Z <br />Q <br />_1/2" 2" GYPSUM <br />Cc <br />w BOARD <br />GARAGE a <br />NICHE FOR <br />ELECTRICA <br />PANEL & <br />WIRING <br />I N <br />ELECTRICAL <br />PANEL ELECTRICA <br />PANEL <br />N <br />EXTERIOR- <br />00 <br />CMU BLOCI <br />WALL <br />iv CONCRETE <br />CONCRETE <br />CURB REFER CURB REFE <br />I TO PLANS TO PLANS <br />CONCRETE <br />SLAB ON <br />GRADE GRADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 112" = 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 />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 />STRUCTURAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />I <br />1/2" (MIN.) <br />CLG. BD. <br />(e' TYPE 'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4 SPECS <br />PLANS 0'-0" <br />SLOPE SLOPE FIN. FL. <br />FOUNDATION <br />co 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 />Z <br />d <br />� <br />w <br />d <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />:IF <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 />cV <br />ih <br />-bo <br />N <br />- <br />L <br />—IL <br />----- <br />1' <br />„ <br />P" <br />R <br />r ,l., j \ram 1:, j � ;< <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 <br />SEE ROOF <br />� PLAN PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />1/2" EXTERIOR SOFFIT <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <br />SLOPE <br />TO TRUSS MFGR. DRAWINGS. <br />\ HURRICANE STRAP EACH END <br />\ OF TRUSS - REFER TO <br />7 STRUCTURAL. <br />-- -_ _ob TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />EE BD. w/ALUM DRIP EDGE <br />TYP. CMU CO <br />SCALE: 1/2" = 1'-O" <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 />OIL 0'-0" <br />FIN. FL. <br />`-FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />LU M N Cad LANAI/PORCH <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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