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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 />- <br />LATH OVER BARRICADE PLUS WRB <br />_ <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 <br />' <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <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 />1/2" (MIN.) CLG. BD. <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = V-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. 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 />1x6 PT DRAPE BLKG <br />ABOVE WINDOWS <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 />REFER TO PLANS <br />.�. <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 />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />m_2X <br />REFER TO "L" FLASHING DETAIL <br />LEDGER BOARD <br />TOP OF C.M.U. <br />Li <br />(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" = 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 />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 />S E 2X ALUM WRAPPED FASCIA <br />EL <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 />STRUCTURALPLANS <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />gK 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 />1. 0'-0" <br />21,1tax <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 />1x 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 />— <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 />lk TOP OF C.M.U. <br />\IF( TO ELEV.) <br />INSULATION AS <br />I <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" = 1'-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 />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 />OL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />�;EE BD. WALUM 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 />OL 0'-0" <br />FIN. 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 />FINISH <br />EXTERIOR- <br />CMU BLOCK <br />WALL <br />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD Z <br />g <br />3 1/2" IL <br />J" GYPSUM <br />w <br />GARAGE a <br />BOARD <br />NICHE FOF <br />ELECTRIC/ <br />PANEL & <br />WIRING <br />N <br />ELECTRICAL co <br />PANEL ELECTRIC/ <br />PANEL <br />CV <br />EXTERIOR - <br />co <br />CMU BLOC <br />WALL <br />GRADE <br />CONCRETE "' <br />CURB REFER <br />TO PLANS <br />CONCRETE <br />CURB REF <br />TO PLANS <br />CONCRETE <br />SLAB ON <br />GRADE AT <br />°d <br />:: ( " :: <br />�GARAGE <br />aooA <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />77 <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 />- - <br />(OR APPROVED EQUAL) <br />-� <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS <br />I <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />---- - <br />BD. w/ALUM DRIP EDGE <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />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 />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. PENT ROOF <br />DETAIL <br />SCALE: 1/2" = 1'-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 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 />�Z STRUCTURAL. <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />EE BD. WALUM DRIP EDGE <br />1/2" (MIN.) J ----- <br />CLG. BD. SOFFIT INSTALLED PER <br />J" TYPE'X' GYP. BD. MANUF. SPECS <br />TO BE PROVIDED 2X PT BLOCKING <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />GARAGE SLALL <br />4° SPECS DRIVEWAY PER COMMUNITY <br />SEE STRUCT <br />PLANS 0'-0" <br />SLOPE FIN. FL. <br />FOUNDATION <br />M PER STRUCTURAL DRAWINGS <br />WALL SECTION Cad GARAGE DOOR <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" =1'-O" <br />N <br />i <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 />� <br />Y(REFER TO ELEV.) <br />INSULATION AS____ <br />PER SPECS. <br />_ <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" = 1'-O" <br />12 <br />SEE ROOF <br />� PLAN <br />-7 <br />1/2" EXTERIOR SOFFIT <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <br />SLOPE <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 />ob TOP OF C.M.U. <br />\AF(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />�EE �_ 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'-0" <br />FIN. FL. <br />`-FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ LANAI/PORCH <br />SCALE: 1/2" = 1'-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 />YNTHETIC LAP SIDING <br />ARRICADE PLUS WRB <br />)R APPROVED EQUAL) <br />IIN. 1 1/4" OVERLAP <br />XTERIOR SHEATHING <br />TTACH PER MANUFACT. <br />JSTRUCTIONS <br />LAP SIDING DETAIL <br />SCALE: 1-1/2" = V-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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