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tw __ I I_ I L I <br />SEE <br />SEE <br />ROOF PLAN <br />SOFFIT AT RAKE (BEYOND) <br />R <br />OF PL <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />REFER TO PLANS <br />FINISH PER PLAN <br />_ .. <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />7/8 STUCCO OVER LATH <br />-" <br />W/ 60 MIN. GRADE D PAPER BACKED <br />- — <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />= <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />_ <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />W_ W <br />BENT METAL FLASHING <br />- - <br />REFER TO "L" FLASHING DETAIL <br />u==_= <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />2X LEDGER BOARD <br />TOP OF PLATE <br />gik TOP OF C.M.U. <br />(REFER TO ELEV.) <br />_ <br />(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />;. <br />BD. w/ALUM DRIP EDGE <br />PER SPECS. <br />r <br />BD. w/ALUM DRIP EDGE <br />PRE-ENGINEERED <br />< <br />SOFFIT INSTALLED PER <br />1/2" (MIN.) CLG. BD. <br />w <br />rF, <br />2? <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />GABLE END ROOF <br />c <br />=, <br />MANUF. SPECS <br />PRE-ENGINEERED <br />r s <br />2X PT BLOCKING <br />TRUSS - REFER TO <br />%�-, <br />2X PT BLOCKING <br />GABLE END ROOF <br />: <br />STRUCTURALS <br />.. <br />��=; <br />HURRICANE STRAP - REFER TO <br />TRUSS - REFER TO <br />��-� <br />HURRICANE STRAP -REFER TO <br />STRUCTURALS <br />1/2' (MIN.) CLG. BD. <br />,. <br />STRUCTURALS.pL <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />TYP. PENT <br />ROOF <br />DETAIL <br />SCALE: 1/2" = 1'-O" <br />2-STORY - FRAMED WALL <br />SCALE: 1/2" = 1'-O" <br />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 />n <br />PER ENERGY CALCS. <br />PRE-ENGINEERED —1 <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 />1 x6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />GYP. BD. <br />WINDOW SILL <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 />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 />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 />\AW(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 />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 />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 />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 />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION <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 />2" 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 />� 3 112" <br />2" GYPSUM <br />w <br />GARAGE a <br />BOARD <br />NICHE FOR <br />ELECTRICA <br />PANEL & <br />WIRING <br />in <br />ELECTRICAL <br />PANEL ELECTRICA <br />PANEL <br />N <br />CO EXTERIOR- <br />00 <br />CMU BLOC <br />WALL <br />N CONCRETE <br />CONCRETE <br />CURB REFER CURB REF <br />TO PLANS TO PLANS <br />CONCRETE <br />SLAB ON <br />GRADE AT <br />E GRAD <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOC <br />SCALE: 112" = 1'-O" <br />12 <br />SEE ROOF <br />PLAN <br />1/2" (MIN.) J <br />CLG. BD. <br />(a" TYPE 'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />GARAGE SLAB, <br />SEE STRUCTURAL <br />PLANS <br />SLOPE <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 />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 />SEE STRUCTURAL <br />PLAN <br />8" CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />EXPANSION JOINT <br />DRIVEWAY PER COMMUNITY <br />4" SPECS <br />OIL 0'-0" <br />JZSLOPSLLO_P_E FIN. FL. <br />M <br />WALL SECTION <br />SCALE: 1/2" = 1'-O" <br />ER <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />L J <br />a <br />w <br />LIE: <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 />I <br />I <br />I <br />N <br />ih <br />co <br />N <br />, <br />L <br />L <br />Li <br />---- <br />< <br />1'il <br />ir <br />K WALL <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />NolI;-:At:aco• <br />1/2" EXTERIOR SOFFIT <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <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 />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 />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 />„ <br />OL FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN C@ LANAI/PORCH <br />SCALE: 1/2" = 1'-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />,tlisillif <br />78 <br />S TE <br />11111141 <br />Ir <br />LLI <br />Lu <br />0 0 � } <br />>oE¢0 <br />LLI : 0 H <br />U ui o <br />ui <br />¢ W ~ <br />J�wg <br />2 2 2 (r <br />06LL00C/) <br />Z Z <br />W <br />Z <br />¢ <br />Wa22C- <br />= Z LL <br />�F-¢z❑ <br />cz-­4 <br />ro <br />Q o <br />O <br />�4 <br />Q <br />0 <br />0 <br />V ru <br />U) <br />0 <br />z <br />O 0 <br />j <br />00 <br />U <br />U <br />"mom <br />w <br />a <br />cn <br />0 <br />w <br />w <br />O_ <br />oC <br />U) <br />W <br />cw <br />Z <br />O <br />ul <br />d <br />U <br />• <br />a <br />a <br />a <br />a <br />a <br />F <br />P• <br />2021 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6102 <br />RELEASED:11/19/21 <br />SHEET <br />A5, 2 <br />99 <br />