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SEE <br />ROOF PLAN <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />== <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />_ <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />-= - <br />REFER TO "L" FLASHING DETAIL <br />M �, <br />2X LEDGER BOARD <br />lit <br />gk TOP OF PLATE <br />(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. WALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />MANUF. SPECS <br />TRUSS - REFER TO <br />2X PT BLOCKING <br />STRUCTURALS <br />HURRICANE STRAP - REFER TO <br />1/2" (MIN.) CLG. BD. <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1 /2" = l'-O" 2-STORY - FRAMED WALL <br />12 <br />SEE ROOF <br />� 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. — <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 />lx6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />IN IkiI11190TA a =10 a I,li <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.C. <br />BASE BOARD <br />SEE <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 />i <br />Y(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. WALUM DRIP EDGE <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />PRE-ENGINEERED <br />2X PT BLOCKING <br />GABLE END ROOF <br />HURRICANE STRAP - REFER TO <br />TRUSS - REFER TO <br />STRUCTURALS <br />STRUCTURALS <br />TYP. PENT <br />ROOF DETAIL <br />SCALE: 1/2" = V-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 />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 />\ \ L TOP OF WALL <br />' Y(REFER TO ELEV.) <br />S E 2X ALUM WRAPPED FASCIA <br />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 />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 />Ilk 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION <br />2-STORY - FRAMED WALL <br />12 <br />SEE ROOF <br />PLAN <br />was <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. - <br />lx 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.C. <br />BASE BOARD <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />ROOF PLAN <br />REFER TO PLANS <br />FINISH PER PLAN <br />-__ <br />7/8 STUCCO OVER LATH <br />.�` <br />W/ 60 MIN. GRADE D PAPER BACKED <br />- _ <br />LATH OVER BARRICADE PLUS WRB <br />__ <br />(OR APPROVED EQUAL) <br />�= <br />BENT METAL FLASHING <br />- <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />TOP OF C.M.U. <br />\AF(R TO ELEV.) <br />INSULATION AS <br />E <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />"---- <br />BD. w/ALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />MANUF. SPECS <br />TRUSS -REFER TO <br />2X PT BLOCKING <br />STRUCTURALS <br />HURRICANE STRAP - REFER TO <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = l'-O" 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 />zi 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 />)EE <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 />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 />TYP. 1-STORY WALL WINDOW <br />SCALE: 1/2" = l'-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 />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 />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD Z <br />g <br />3 1/2" a. <br />GYPS <br />cc <br />uj <br />GARAGE a <br />BOARD <br />NICHE FO <br />ELECTRIC <br />PANEL & <br />WIRING <br />N <br />ELECTRICAL co <br />PANEL ELECTRIC <br />PANEL <br />N <br />tO EXTERIOF <br />CD <br />CMU BLO( <br />WALL <br />CONCRETE N CONCRET <br />CURB REFER CURB REF <br />TO PLANS TO PLANS <br />CONCRETE <br />°d SLAB ON <br />GRADE GRADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = l'-O" <br />SEE <br />- - <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />- - <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />_= -= <br />LATH OVER BARRICADE PLUS WRB <br />_- <br />(OR APPROVED EQUAL) <br />_ <br />BENT METAL FLASHING <br />- <br />REFER TO "L" FLASHING DETAIL <br />_ <br />2X LEDGER BOARD <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. w/ALUM DRIP EDGE <br />1/2" (MIN.) CLG. BD.SOFFIT <br />INSTALLED PER <br />jFHURRICANE <br />MANUF. SPECS <br />PRE-ENGINEERED <br />2X PT BLOCKING <br />GABLE END ROOF <br />STRAP - REFER TO <br />TRUSS - REFER TOSTRUCTURALS <br />STRUCTURALS <br />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. PENT <br />ROOF DETAIL <br />SCALE: 1/2" = l'-O" 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 />12 <br />60 MIL. OR EQUAL <br />�SEEROOF <br />� PLAN <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 />Z <br />OIL TOP OF C.M.U. <br />' (REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />EE BD. WALUM 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 />JA_<< <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4 SPECS <br />PLANS SLOPE SLOPEob 0. <br />-019 <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL SECTION 0 GARAGE DOOR <br />SCALE: 1/2" = l'-O" <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 />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 END <br />DETAIL <br />SCALE: 1/2" = l'-O" 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 />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 />1/2" EXTERIOR SOFFIT EE BD. WALUM DRIP EDGE <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <br />SLOPE <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 />h 0'-0" <br />FIN. FL. <br />�— FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN 0 LANAI/PORCH <br />SCALE: 1/2" = l'-O" <br />1/2" MORTAR BED <br />"SCRATCH COAT" <br />(TYPE N OR S) <br />ADHERED STONE VENEER <br />"MANUFACTURED" <br />MORTAR JOINT <br />STONE VENEER DETAIL <br />SCALE: 1" = 1'-O" <br />DRYWALL <br />2X FRAMIN <br />W/ INSULAT <br />SYNTHETIC LAP SIDING <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />MIN. 1 1/4" OVERLAP <br />EXTERIOR SHEATHING <br />ATTACH PER MANUFACT. <br />INSTRUCTIONS <br />LAP SIDING DETAIL <br />SCALE: 1-1/2" = V-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />N% I?e � /?022 <br />OF <br />cc <br />W <br />}2CC <br />� 0 >— <br />w o <0 <br />p <br />III Er <br />U) ? 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