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SEE <br />ROOF PLAN <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />... _. <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />-.- <br />W/ 60 MIN. GRADE D PAPER BACKED <br />- <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />-_ <br />REFER TO 'l FLASHING DETAIL <br />--} <br />2X LEDGER BOARD <br />TOP OF PLATE <br />(REFER TO ELEV.) <br />INSULATION AS <br />'� <br />c'= <br />2X ALUM WRAPPED FASCIA <br />DRIP EDGE <br />BD. w/ALUM <br />PER SPECS. <br />E <br />PRE-ENGINEERED <br />091 <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />MANUF. SPECS <br />TRUSS - REFER TO <br />2X PT BLOCKING <br />STRUCTURALSr;� <br />HURRICANE STRAP - REFER TO <br />1/2" (MIN.) CLG. BD. <br />`, <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL <br />12 <br />�—j SEE ROOF <br />\�J PLAN <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. 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 />I_ . <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 />SEE <br />)F P <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />_ <br />_ <br />7/8 STUCCO OVER LATH <br />- <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 />7 t <br />2X LEDGER BOARD <br />gK TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS 2X ALUM WRAPPED FASCIA <br />PER SPECS. BD. w/ALUM DRIP EDGE <br />G� <br />1/2" (MIN.) CLG. BD. E SOFFIT INSTALLED PER <br />MANUF. SPECS <br />PRE-ENGINEERED 2X PT BLOCKING <br />GABLE END ROOF HURRICANE STRAP - REFER TO <br />TRUSS - REFER TO STRUCTURALS <br />STRUCTURALS <br />TYP. PENT ROOF DETAIL <br />SCALE: 1/2" = 1'-0" <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 WALL <br />(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 />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 />STRUCTURAL PLANS <br />OL 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 />LTOP OF WINDOW <br />(REFER TO ELEV.) <br />SEE STRUCTURAL <br />DRAWINGS <br />PRECAST WIN. SILL <br />$" CMU BLOCK <br />w/ CEMENTITIOUS <br />FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION <br />SCALE: 1/2" =1'-0" <br />2-STORY - FRAMED WALL <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />PROVIDE 2X4 <br />FRAMED <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />8" GYPSUM <br />BOARD <br />ELECTRIC METER----_______, <br />LOCATION - SEE <br />PLANS. VERIFY <br />INSTALLATION IN <br />FIELD <br />STUCCO <br />FINISH <br />EXTERIOR \ <br />CMU BLOCK <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />NATIONAL CODES. <br />VERIFY PANEL <br />f---11 <br />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD z <br />3 1/2" <br />Z" GYPSUh <br />w <br />GARAGE a <br />BOARD <br />NICHE FOI <br />ELECTRIC <br />PANEL & <br />WIRING <br />CV <br />ELECTRICAL co <br />j� PANEL <br />ELECTRIC <br />PANEL <br />N <br />CO <br />EXTERIOR <br />co <br />CMU BLOC <br />WALL <br />iv CONCRETE CONCRET <br />CURB REFER CURB REF <br />TO PLANS TO PLANS <br />C:(1N(:RFTF <br />DIMENSIONS PRIOR TO SLAB ON <br />GRADE AT <br />CONSTRUCTION. GRADE <br />GARAGE <br />12 <br />SEE ROOF <br />PLAN <br />I I <br />-- - -_ _ EE <br />' \ --- E V. <br />1/2" (MIN.) <br />CLG. BD. <br />(8" TYPE'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />— SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />— PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />—HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />-($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 />it PT BLOCKING <br />—SEE STRUCTURAL <br />PLAN <br />8" CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <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 />_ <br />TO TRUSS MFGR. DRAWINGS. <br />\� <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />_ l- <br />TOP OF C.M.U. <br />I <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />1/2" EXTERIOR SOFFIT <br />EE BD. w/ALUM DRIP EDGE <br />BD. W/ KNOCKDOWN <br />E V. <br />PLASTER FINISH <br />SOFFIT INSTALLED PER <br />SEE STRUCTURAL <br />MANUF. SPECS <br />PLANS <br />{ <br />2X PT BLOCKING <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />EXPANSION JOINT SLOPE GRADE AWAY <br />DRIVEWAY PER COMMUNITY FROM HOUSE <br />GARAGE SLAB, 4" SPECS - <br />SEE STRUCTURAL <br />PLANS SLOPE SLOPE 0 -01 SLOPE Ilk 01-0 <br />`r FIN„ FL. <br />FIN. FL. <br />'FOUNDATION <br />A PER STRUCTURAL DRAWINGS <br />WALL SECTION Qr GARAGE DOOR <br />SCALE: 1/2" = V-0" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER • PLANS <br />• <br />4# • R' i:1 <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />--FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ LANAI/PORCH <br />SCALE: 1/2" = V-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />ca <br />U) <br />z <br />a <br />w <br />co <br />w <br />H <br />Jl <br />SCALE: 1/2" = V-0" <br />