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a <br />ROOF SHINGLES OVER <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />MEMBRANE UNDERLAYMENT <br />12 <br />60 MIL. OR EQUAL <br />12 <br />60 MIL. OR EQUAL <br />� <br />SEE ROOF <br />PLAN <br />PRE-ENGINEERED ROOF. <br />SEE ROOF <br />, PLAN <br />PRE-ENGINEERED ROOF <br />' <br />TRUSSES AT TYP. 24" O.C. <br />'- <br />TRUSSES AT TYP. 24" O.C. <br />' <br />BOTTOM CHORD VARIES. REFER <br />BOTTOM CHORD VARIES. REFER <br />` <br />TO TRUSS MFGR. DRAWINGS. <br />TO TRUSS MFGR. DRAWINGS. <br />\' <br />HURRICANE STRAP EACH END <br />HURRICANE STRAP EACH END <br />hoonon.\' <br />, <br />OF TRUSS - REFER TO <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />STRUCTURAL. <br />_ <br />juuuu' <br />TOP OF C.M.U. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />' (REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. <br />2x6 ALUM WRAPPED FASCIA <br />2x6 ALUM WRAPPED FASCIA <br />SEE ENERGY CALCS. <br />EE <br />BD. w/ALUM DRIP EDGE <br />EE <br />BD. w/ALUM DRIP EDGE <br />E V. <br />1/2" (MIN.) CLG. BD. <br />1/2" (MIN.) <br />-- -- <br />SOFFIT INSTALLED PER <br />CLG. BD. <br />SOFFIT INSTALLED PER <br />ix PT DRAPE BLKG <br />MANUF. SPECS <br />(8" TYPE'X' GYP. BD. <br />MANUF. SPECS <br />ABOVE WINDOWS 1/2" <br />2X PT BLOCKING <br />TO BE PROVIDED <br />2X PT BLOCKING <br />G.W.B. <br />WHEN LIVING SPACE <br />SEE STRUCTURAL <br />IS ABOVE GARAGE) <br />SEE STRUCTURAL <br />WINDOW PER PLAN <br />PLAN <br />PLAN <br />SOLID SURFACE <br />CAULKED @a WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />PRECAST WIN. SILL <br />ATTACHED TO 1x2 PT. <br />FURRING @ 24" O.C. <br />SLOPE GRADE AWAY <br />EXPANSION JOINT <br />BASE BOARD <br />FROM HOUSE <br />GARAGE SLAB, <br />DRIVEWAY PER COMMUNITY <br />4„ <br />SEE STRUCTURAL <br />SPECS <br />OL 0'-01, <br />PLANS <br />01-01, <br />FIN. FL. <br />SLOPE <br />SLOPE FIN, FL. <br />FOUNDATION <br />FOUNDATION <br />co <br />PER STRUCTURAL DRAWINGS <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY <br />WALL <br />@ WINDOW - <br />WALL SECTION <br />@ GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />SCALE: 1/2" = 1'-0" <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 />GYPSUM <br />BOARD <br />' GYPSUM <br />BOARD <br />NICHE FOR <br />ELECTRICA <br />PANEL & <br />WIRING <br />ELECTRICA <br />PANEL <br />EXTERIOR <br />CMU BLOC <br />WALL <br />NOTE: TI <br />ARCHITE <br />FINISHE; <br />DRAWINI <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-0" <br />I .Ii i F l , ;Ill 111 iiA—d II1116:-a1@". 11J;W "CliIYI7 kYol r 1116-4Ja 1. Ir l T T <br />CONCRETE <br />CURB REF <br />TO PLANS <br />NATIONAL CODES. <br />VERIFY PANEL CONCRETE <br />DIMENSIONS PRIOR TO�E' SLAB ON <br />CONSTRUCTION. GRADE r GRADE AT <br />GARAGE <br />GYPSUM <br />BOARD z <br />g <br />3 1/2" <br />w <br />GARAGE <br />pia <br />it <br />i <br />fV <br />M <br />ja <br />ELECTRICAL <br />PANEL <br />CV <br />�O <br />00 <br />CONCRETE N <br />CURB REFER <br />TO PLANS <br />ER <br />ATTIC <br />FLOOR <br />REFER <br />OR SECOND <br />LIVING SPACE <br />TO PLANS <br />T.O. M <br />Z <br />g <br />� <br />w <br />d <br />I I <br />I I <br />' I I <br />I i <br />I <br />I I <br />I <br />I I <br />:1E <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- <br />fV <br />ih <br />0o <br />� <br />N <br />cV <br />L <br />L <br />----- <br />---- <br />K <br />1'-6" <br />ir <br />JL_1L <br />77 <br />Y,T <br />12 <br />SEE ROOF <br />� PLAN <br />I I <br />1/2" EXTERIOR SOFFIT EE <br />BD. VV! KNOCKDOWN E V. <br />PLASTER FINISH <br />SEE STRUCTURAL <br />PLANS <br />SLOPE <br />TYP. CMU COLUMN <br />SCALE: 1/2" = 1'-O" <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 />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 />-8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />-SLOPE GRADE AWAY <br />FROM HOUSE <br />OIL 0'-01, <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />C LANAI/PORCH <br />W <br />�0>- <br />>OC¢0 <br />Ill Z)C)F- <br />U) ZW W <br />Q=WF- <br />= F— <br />5IL <br />cr(rIr <br />Y O F- z <br />,dLL00C/) <br />zzz�z <br />J Q J <br />W a = a <br />Zicno0U <br />ZD1Z Lcn <br />MF-¢zFn <br />g <br />n <br />a O N <br />N <br />�i <br />H <br />ci <br />V <br />ll� <br />V <br />0 <br />Vl <br />o <br />z <br />O <br />p,...i <br />mmo <br />0 <br />w <br />U U <br />w <br />~ w <br />r <br />w <br />x <br />CL <br />w <br />tn <br />w <br />to <br />Z <br />o <br />w <br />O <br />to <br />Z(5 <br />aaaa< <br />JAN 19 222 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6120 <br />RELEASED: 1/18/22 <br />SHEET <br />A5. 2 <br />