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SEE <br />ROOF PLAN SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH 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 />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />TOP OF PLATE <br />(REFER TO ELEV.) <br />INSULATION AS 2X ALUM WRAPPED FASCIA <br />PER SPECS. BD. WALUM DRIP EDGE <br />PRE-ENGINEERED SOFFIT INSTALLED PER <br />GABLE END ROOF MANUF. SPECS <br />TRUSS - REFER TO 2X PT BLOCKING <br />STRUCTURALS HURRICANE STRAP - REFER TO <br />1/2" (MIN.) CLG. BD, STRUCTURALS <br />TYP. HIPPED PENT ROOF DETAIL <br />SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL <br />12 <br />SEE ROOF <br />� PLAN <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. S E <br />EL <br />1/2" (MIN.) CLG. BD. <br />Ile <br />WINDOW PER PLAN <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 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 />PROVIDE BATT INSUL. --EXTERIOR FRAMED WALL <br />PER ENERGY CALCS. THICKNESS PER PLAN <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />7/8 STUCCO OVER LATH <br />w/ 3/4" SUBFLOOR <br />W/ 60 MIN. GRADE D PAPER BACKED <br />SCREWED AND GLUED - <br />LATH OVER BARRICADE PLUS WRB <br />REFER TO STRUCTURAL <br />(OR APPROVED EQUAL) <br />DRAWINGS FOR SIZE AND <br />ORIENTATION <br />WALL SHEATHING PER <br />1-1 <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 />1/2" (MIN.) CLG. BD. <br />i <br />DRAFTSTOPPING AS <br />i <br />OL TOP OF WINDOW <br />`F <br />PER R302.12 WHEN <br />(REFER TO ELEV.) <br />CONCEALED SPACE <br />SEE STRUCTURAL <br />EXCEEDS 1,000SF <br />DRAWINGS <br />ix6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />PRECAST WIN. SILL <br />1/2" GYP. BD. OVER RADIANT <br />8" CMU BLOCK <br />BARRIER INSULATION (R-4.1) <br />w/ CEMENTITIOUS <br />ATTACHED TO 1x2 PT. <br />FINISH <br />FURRING @ 24" O.C. <br />SLOPE GRADE AWAY <br />BASE BOARD <br />FROM HOUSE <br />h 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 — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. - <br />ix PT DRAPE BLKG - <br />ABOVE WINDOWS 1/2" <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.G. <br />BASE BOARD <br />ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) <br />OR OR OR <br />CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL <br />SEE ROOF I SEE ROOF <br />PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF SEEPLAN PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. -, TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END , HURRICANE STRAP EACH END ' , HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO OF TRUSS - REFER TO OF TRUSS - REFER TO <br />Z STRUCTURAL. STRUCTURAL. STRUCTURAL. <br />TOP OF C.M.U. OILTOP OF C.M.U. \' , TOP OF C.M.U. <br />(REFER TO ELEV.) (REFER TO ELEV.) <br />(REFER TO ELEV.) <br />I I I I <br />2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA <br />EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD, WALUM DRIP EDGE <br />EL V. E V BD. W/ KNOCKDOWN E V. <br />1/2" (MIN.) ---- PLASTER FINISH <br />SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SOFFIT INSTALLED PER <br />MANUF. SPECS (8" TYPE 'X' GYP. BD. MANUF. SPECS PEAS SSTRUCTURAL MANUF. SPECS <br />2X PT BLOCKING TO BE PROVIDED <br />WHEN LIVING SPACE 2X PT BLOCKING 2X PT BLOCKING <br />SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN PLAN <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />PRECAST WIN. SILL <br />//,SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY <br />FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY FROM HOUSE <br />SEE STRUCTURAL 4" SPECS <br />OIL 0'-0" PLANSOIL 0'-0" <br />FIN. FL. SLOPE Sft, ON.LOPEp. FIN. FL. SLOPE <br />FINOIL ! FL. <br />-FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1—STORY WALL @ WINDOW <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 />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />GYPSUM <br />BOARD z <br />g <br />3 1/2" <br />w <br />GARAGE °- <br />i. <br />CV <br />ELECTRICAL <br />PANEL <br />cV <br />00 <br />CONCRETE N <br />CURB REFER <br />TO PLANS <br />GYPSUM — <br />BOARD <br />2" GYPSUM - <br />BOARD <br />NICHE FOR - <br />ELECTRICAL <br />PANEL & <br />WIRING <br />ELECTRICAL - <br />PANEL <br />EXTERIOR— <br />CMU BLOCK <br />WALL <br />CONCRETE - <br />CURB REFER <br />TO PLANS <br />FOUNDATION <br />co PER STRUCTURAL DRAWINGS <br />WALL SECTION @UARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. 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