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SEE <br />ROOF PLAN <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 />TOP OF PLATE <br />(REFER TO ELEV.) <br />INSULATION AS <br />t <br />w <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />?= <br />BD. WALUM DRIP EDGE <br />PRE-ENGINEERED <br />' <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />c>l <br />MANUF. SPECS <br />TRUSS - REFER TO <br />2X PT BLOCKING <br />STRUCTURALS <br />2 <br />HURRICANE STRAP -REFER TO <br />1/2" (MIN.) CLG. BD. <br />PL <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = V-O" 2-STORY - FRAMED WALL <br />SEE <br />)F P <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 />= <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />t`2r2X <br />REFER TO "L" FLASHING DETAIL <br />LEDGER BOARD <br />/ <br />� Y(REFER TO ELEV.) <br />INSULATION AS <br />:> <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. w/ALUM DRIP EDGE <br />1/2" (MIN.) CLG. BD. <br />`�x <br />�;� <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 />STRUCTURALSa <br />TYP. PENT <br />ROOF <br />DETAIL <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 />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 />\ <br />STRUCTURAL. <br />TOP OF WALL <br />- _ <br />(REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />E <br />2X ALUM WRAPPED FASCIA <br />S <br />BD. w/ALUM DRIP EDGE <br />EL <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />Ile <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 />STRUCTURAL PLANS <br />-- - <br />-OIL <br />TOP OF FLOOR <br />--Y-1 <br />(REFER TO ELEV.) <br />=x <br />MID -WALL WEEP <br />SCCREEED/EXPANSION JOINT <br />TOP OF CMU <br />r (REFER O ELEV.) <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 />SOLID SURFACE <br />CAULKED @ WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO 1x2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />OIL 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 />OL 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION <br />SCALE: 1 /2" = V-O" <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />ROOF PLAN <br />REFER TO PLANS <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />".- = <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />_ <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS <br />7 <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />ol <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 />HURRICANE STRAP - REFER TO <br />STRUCTURALS <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. <br />HIPPED <br />PENT <br />ROOF <br />DETAIL <br />2-STORY - FRAMED WALL SCALE: 1/2" = 1'-O" <br />INSULATIOI <br />COMMUNIT <br />SEE ENER( <br />1/2" (MIN.) C <br />ix PT DRAF <br />ABOVE WII` <br />G.W.B. <br />WINDOW PI <br />SOLID SURF <br />CAULKED @ <br />1/2" GYP. B[ <br />BARRIER IN <br />ATTACHED <br />FURRING C« <br />BASE BOAR <br />IF SHINGLES UVEH <br />LAYERS OF ASTM D226 TYPE II OR <br />THETIC UNDERLAYMENT COMPLYING <br />-I ASTM D226 TYPE II INSTALLED PER <br />i.1.1.1 (SEE SHEET CS2) <br />ICRETE TILE W/ SELF ADHERED <br />IBRANE UNDERLAYMENT <br />IIL. OR EQUAL <br />-ENGINEERED ROOF <br />SSES AT TYP. 24" O.C. <br />TOM CHORD VARIES. REFER <br />RUSS MFGR. DRAWINGS. <br />RICANE STRAP EACH END <br />RUSS - REFER TO <br />UCTU RAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />ALUM WRAPPED FASCIA <br />N/ALUM DRIP EDGE <br />FIT INSTALLED PER <br />IUF. SPECS <br />IT BLOCKING <br />STRUCTURAL <br />V <br />BAST WIN. SILL <br />'E GRADE AWAY <br />U HOUSE <br />OIL 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL (La) 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 />J" GYPSUM <br />BOARD <br />ELECTRIC METER <br />LOCATION - SEE <br />PLANS. VERIFY <br />INSTALLATION IN <br />FIELD <br />STUCCO <br />\ <br />FINISH <br />EXTERIOR---_ <br />CMU BLOCK <br />WALL <br />GYPSUM <br />BOARD Z <br />3 1/2" a <br />GARAGE n- <br />ELECTRICAL <br />PANEL <br />GYPSUM— <br />BOARD <br />2" GYPSUM <br />BOARD <br />NICHE FOP <br />ELECTRIC/ <br />PANEL & <br />WIRING <br />ELECTRIC/ <br />PANEL <br />EXTERIOR. <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 GRADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />1-STORY - MASONRY WALL <br />SEE <br />R <br />OF PL <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 />(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 />(REFER TO ELEV.) <br />INSULATION AS <br />I <br />I <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />---- - <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 />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. PENT <br />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 <br />60 MIL. OR EQUAL <br />SEE ROOF <br />� <br />PLAN <br />PRE-ENGINEERED ROOF <br />-, <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 />-- - ---- <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />BD. WALUM DRIP EDGE <br />1/2" (MIN.) --- <br />CLG. BD. <br />(J" TYPE'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />GARAGE SLAB, <br />SEE STRUCTURAL 4 <br />PLANS <br />SLOPE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />DRIVEWAY PER COMMUNITY <br />SPECS <br />OIL 0'-0" <br />SLOPE FIN. FL. <br />`—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL SECTION c GARAGE DOOR <br />SCALE: 1/2" = V-O" <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 />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />I I:1E <br />I I <br />L ..... � <br />z <br />d <br />� <br />w <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 />LIE <br />CV <br />ih <br />00 <br />N <br />co <br />L <br />L <br />—ILI <br />----- <br />----- <br />41 <br />1'-6" <br />ir <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 />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 />Itl <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 <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 />SEE ROOF <br />� <br />p� <br />PRE-ENGINEERED ROOF <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 />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />112" EXTERIOR SOFFIT EE �. BD. w/ALUM 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 />OIL 0'-0" <br />FIN. FL. <br />--FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ LANAI/PORCH <br />SCALE: 1/2" = V-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 />IN. 1 1/4" OVERLAP <br />XTERIOR SHEATHING <br />TTACH PER MANUFACT. <br />JSTRUCTIONS <br />LAP SIDING DETAIL <br />SCALE: 1-1 /2" = 1'-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />t%% , F R I L;/ <br />24 <br />E <br />�L a� <br />46 <br />(1 <br />W <br />cc <br />0 J H W <br />WZO2: <br />O <br />>cr< <br />W Z)C)1- <br />(/) W <br />Q = W_ <br />>J <br />� cc <br />Y O 1- Z <br />odLLO_O(n <br />Z Z Z ~ Z <br />CD <br />J <br />W a = tY a <br />_3cnp00 <br />Z = Z LL (n <br />•��r , <br />cz <br />.-. <br />n <br />ro Q�J <br />~ <br />H <br />0 <br />0 <br />u <br />o <br />mi <br />z <br />to <br />0 <br />� <br />o <br />wow w <br />oj <br />Icn <br />U) <br />w <br />I <br />w <br />w <br />_O <br />N <br />W <br />0 <br />z <br />Z <br />Od <br />� <br />o <br />a: <br />`SEC 6 2021 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6102 <br />RELEASED:12/23/21 <br />SHEET <br />AS.2 <br />