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I A- III . ■ L. I <br />n <br />n <br />INSULATIOP <br />COMMUNIT <br />SEE ENERC <br />1/2" (MIN.) C <br />I PT DRAP <br />ABOVE WIN <br />G.W.B. <br />VIRI\ K • NTAU <br />SOLID SURF, <br />CAULKED @ <br />1/2" GYP. BE <br />BARRIER IN <br />ATTACHED <br />FURRING @ <br />BASE BOAR <br />TYP. 1-STORY WALL <br />SCALE: 1/2" = V-0" <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 />J" 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 />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 />SHINGLES UVEH <br />AYERS OF ASTM D226 TYPE II OR <br />IETIC UNDERLAYMENT COMPLYING <br />kSTM D226 TYPE II INSTALLED PER <br />.1.1 (SEE SHEET CS2) <br />BETE TILE W/ SELF ADHERED <br />1ANE UNDERLAYMENT <br />. OR EQUAL <br />NGINEERED ROOF <br />'ES AT TYP. 24" O.C. <br />)M CHORD VARIES. REFER <br />USS MFGR. DRAWINGS. <br />CANE STRAP EACH END <br />JSS - REFER TO <br />;TURAL. <br />TOPP OF C.M.U. <br />(REFER TO ELEV.) <br />UM WRAPPED FASCIA <br />4LUM DRIP EDGE <br />T INSTALLED PER <br />F. SPECS <br />BLOCKING <br />TRUCTURAL <br />LST WIN. SILL <br />GRADE AWAY <br />HOUSE <br />0'-01, <br />FIN. FL. <br />CATION <br />PEH STRUCTURAL DRAWINGS <br />D WINDOW <br />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD z <br />n <br />CL <br />3 <br />GYPSUN <br />_1/2" <br />w <br />GARAGE a - <br />BOARD <br />NICHE FOI <br />ELECTRIC, <br />PANEL & <br />WIRING <br />N <br />ELECTRICAL <br />PANEL ELECTRIC <br />PANEL <br />i <br />J (V <br />`° EXTERIOR <br />CMU BLOC <br />WALL <br />CONCRETE CONCRET <br />CURB REFER CURB REF <br />TO PLANS TO PLANS <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 <br />60 MIL. OR EQUAL <br />SEE ROOF <br />7 PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />7 --- _ _ <br />BOTTOM CHORD VARIES. REFER <br />' <br />TO TRUSS MFGR. DRAWINGS. <br />�., <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />`r✓ <br />STRUCTURAL. <br />z <br />- - TOP OF C.M.U. <br />(REFER TO ELEV.) <br />I 2x6 ALUM WRAPPED FASCIA <br />-_- <br />- - - <br />EE BD. w/ALUM DRIP EDGE <br />E V. <br />1/2" (MIN.) <br />CLG. BD. <br />SOFFIT INSTALLED PER <br />(J" TYPE'X' GYP. BD. <br />MANUF. SPECS <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />2X PT BLOCKING <br />IS ABOVE GARAGE) <br />SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 411 SPECS <br />PLANS 0'-0" <br />SLOPE 1 SLOPE FIN. FL. <br />-~�j -FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL SECTION @ GARAGE DOOR <br />SCALE: 1/2" = 1'-0" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />I <br />LJLI <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I I <br />I I <br />L------ <br />z 11 <br />� <br />� <br />W <br />� <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 />N <br />I <br />M <br />cV <br />L <br />aL <br />---- <br />;K <br />`v <br />- <br />- <br />V-6" <br />CV <br />ER <br />� I <br />DIMENSIONS PRIOR TO <br />`^tr"Y' <br />.7'SCY iS ''`<" tY��Y `y' <br />SLAB ON <br />GRADE AT <br />CONSTRUCTION. <br />GRADE <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT <br />CMU <br />BLOCK <br />WALL <br />SCALE: 1/2" = 1'-0" <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 <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 <br />END <br />DETAIL <br />SCALE: 1/2" = V-O" <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 />TYP. CMU COLUMN <br />SCALE: 1/2" = 1'-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />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 />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 />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />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 />0'-01, <br />FIN. 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