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63 <br />c, <br />INSULATION AS <br />PER SPECS. <br />1/2" (MIN.) CLG. BD. - <br />PRE-ENGINEERED - <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />TYP. PE <br />SEE <br />)F P <br />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 />OIL TOP OF C.M.U. <br />l4w(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 />HURRICANE STRAP - REFER TO <br />STRUCTURALS <br />NT ROOF DETAIL <br />SCALE: 1/2" = 1'-O" 2-STORY - FRAMED 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 />12 <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 />\ > <br />HURRICANE STRAP EACH END <br />> <br />OF TRUSS - REFER TO <br />\ > STRUCTURAL. <br />TOP OF WALL <br />(REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />2X ALUM WRAPPED FASCIA <br />S E BD. w/ALUM DRIP EDGE <br />EL . <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />WINDOW PER PLAN <br />HEADER PER STRUCTURALS <br />PROVIDE BATT INSUL. <br />EXTERIOR FRAMED WALL <br />PER ENERGY CALCS. <br />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 />STRUCTURALPLANS <br />- <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />? <br />SCREED/EXPANSION JOINT <br />' <br />TOP OF CMU <br />(REFER TO ELEV.) <br />1/2" (MIN.) CLG. BD. <br />I <br />DRAFTSTOPPING AS <br />OLTOP OF WINDOW <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 " CMU BLOCK <br />BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS <br />ATTACHED TO ix2 PT. FINISH <br />FURRING @a 24" O.C. <br />SLOPE GRADE AWAY <br />BASE BOARD FROM HOUSE <br />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION - <br />SCALE: 1/2" = V-0" <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 @a WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO ix2 PT. <br />FURRING @a 24" O.C. <br />BASE BOARD <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 />Y(REFER TO ELEV.) <br />INSULATION AS <br />lk <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" = 1'-O" 1-STORY- MASONRY WALL <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 If OR <br />SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE If INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE If 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 SEE ROOF PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF PLAN 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 />STRUCTURAL. STRUCTURAL. STRUCTURAL. <br />OIL TOP OF C.M.U. TOP OF C.M.U. , TOP OF C.M.U. <br />(REFER TO ELEV.) (REFER TO ELEV.) (REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA <br />EE BD. w/ALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD. w/ALUM 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 SEE STRUCTURAL SOFFIT INSTALLED PER <br />MANUF. SPECS (8" TYPE 'X' GYP: BD. MANUF. SPECS PLANS MANUF. SPECS <br />2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING 2X PT BLOCKING <br />WHEN LIVING SPACE <br />SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN I 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 DRIVEWAY PER COMMUNITY FROM HOUSE <br />GARAGE SLAB, 4" SPECS <br />SEE STRUCTURAL <br />O, 0'-0" PLANS 0'-01, 0'-0" <br />SLOPE <br />FIN. FL. S�LO__PE SLOPE FIN. FL. - FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL C@ WINDOW <br />SCALE: 1/2" = V-O" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />GYPSUM — <br />PROVIDE 2X4 <br />GYPSUM <br />BOARD <br />FRAMED <br />BOARD <br />ENCLOSURE FOR <br />3 1/2" <br />GYPSUM <br />ELECTRICAL <br />w� <br />2" <br />BOARD <br />PANEL, FINISH W/ <br />GARAGE <br />' GYPSUM <br />BOARD <br />NICHE FOR <br />ELECTRIC METER <br />�/F <br />ELECTRICp <br />LOCATION - SEE <br />PANEL & <br />PLANS. VERIFY <br />-Al.WIRING <br />INSTALLATION IN <br />i'_ <br />N <br />FIELD <br />°o <br />ELECTRICAL <br />PANEL <br />ELECTRICA <br />STUCCO <br />PANEL <br />FINISH <br />'i <br />N <br />EXTERIOR <br />EXTERIOR- <br />m <br />CMU BLOCK <br />CMU BLOC <br />WALL <br />WALL <br />CONCRETE <br />CONCRETE <br />CURB REFER <br />CURB REF <br />TO PLANS <br />TO PLANS <br />CONCRETE <br />SLAB ON <br />c_� C' <br />GRADE <br />x�r <br />GRADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-O" <br />FOUNDATION <br />co PER STRUCTURAL DRAWINGS <br />WALL SECTION P GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ER <br />ATTIC <br />FLOOR <br />REFER <br />OR SECOND <br />LIVING SPACE <br />TO PLANS <br />T.O. 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