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49 <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 />" <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 />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />> <br />STRUCTURAL. <br />'OL TOP OF WALL <br />(REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />S E 2X ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />EL <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <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 />STRUCTURALPLANS <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />TOP OF CMU <br />j <br />(REFER TO ELEV.) <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 If 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 />SEE ROOF <br />� PLAN <br />PRE-ENGINEERED ROOF <br />SEE ROOF <br />PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />TRUSSES AT TYP. 24" O.C. <br />'- <br />BOTTOM CHORD VARIES. REFER <br />, <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />,� <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />�' <br />HURRICANE STRAP EACH END <br />' <br />OF TRUSS - REFER TO <br />OF TRUSS - REFER TO <br />oonno,n' <br />STRUCTURAL. <br />STRUCTURAL. <br />OL TOP OF C.M.U. <br />OL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />! <br />(REFER TO ELEV.) <br />I <br />INSULATION PER <br />COMMUNITY SPEC. <br />I <br />2x6 ALUM WRAPPED FASCIA <br />2x6 ALUM WRAPPED FASCIA <br />SEE ENERGY CALCS. <br />EE <br />BD. w/ALUM DRIP EDGE <br />I <br />EE BD. WALUM DRIP EDGE <br />- - - EL V. <br />E V. <br />1/2" (MIN.) CLG. BD. <br />1/2" (MIN.) ----- <br />SOFFIT INSTALLED PER <br />CLG. BD. <br />SOFFIT INSTALLED PER <br />ix PT DRAPE BLKG <br />MANUF. SPECS <br />(S" 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 @ WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />PRECAST WIN. SILL <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO ix2 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 />0'-01, <br />PLANS <br />0'-01, <br />FIN. FL <br />SLOPE <br />SLOPE FIN. FL. <br />FOUNDATION <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY <br />WALL <br />WINDOW <br />WALL SECTION <br />@ GARAGE DOOR <br />I I <br />1/2" (MIN.) CLG. BD. <br />I <br />I <br />T� OP OF WINDOW <br />DRAFTSTOPPING AS <br />ER <br />(REFER TO ELEV.) <br />PER R302.12 WHEN <br />CONCEALED SPACE <br />SEE STRUCTURAL <br />EXCEEDS 1,000SF <br />DRAWINGS <br />ix6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />IL <br />a <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />PRECAST WIN. SILL <br />1/2" GYP. BD. OVER RADIANT <br />" CMU BLOCK <br />BARRIER INSULATION (R-4.1) <br />w/CEMENTITIOUS <br />ATTACHED TO ix2 PT. <br />FINISH <br />FURRING @ 24" O.C. <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />BASE BOARD <br />OL 0'-01, _ <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY <br />WALL SECTION — <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O" <br />ATTIC OR <br />SECOND FLOOR ATTIC OR SECOND <br />LIVING SPACE FLOOR LIVING SPACE <br />REFER TO PLANS REFER TO PLANS T.O. M <br />PROVIDE 2X4 <br />FRAMED <br />I <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 z <br />J <br />3 1/2" <br />w <br />GARAGE a <br />Jr <br />l <br />l <br />CV <br />ELECTRICAL <br />PANEL <br />i' <br />r- <br />CV <br />io <br />co <br />CONCRETE CV <br />CURB REFER <br />TO PLANS <br />GYPSUM <br />BOARD <br />I <br />I I <br />I <br />z <br />2" GYPSUM <br />BOARD <br />I <br />CC <br />w <br />d <br />I I <br />L-----J <br />NICHE FOR <br />ELECTRICAL <br />I <br />I <br />PANEL & <br />WIRING <br />I <br />I <br />N <br />I <br />I <br />I <br />cy) <br />ELECTRICAL — <br />PANEL <br />I <br />N <br />---- <br />----- <br />EXTERIOR <br />CMU BLOCK <br />`O <br />WALL <br />CONCRETE — <br />CURB REFER <br />TO PLANS <br />NATIONAL CODES. <br />VERIFY PANEL CONCRETE <br />,) SLAB ON <br />DIMENSIONS PRIOR TO <br />�x..r 7x GRADE AT <br />CONSTRUCTION. GRADE <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <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 />12 <br />60 MIL. OR EQUAL <br />SEE ROOF <br />7 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 />' > TOP OF C.M.U. <br />'JF(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA . <br />1/2" EXTERIOR SOFFIT <br />EE BD. w/ALUM DRIP EDGE <br />BD. W/ KNOCKDOWN <br />E V. <br />PLASTER FINISH <br />SEE STRUCTURAL <br />SOFFIT INSTALLED PER <br />PLANS <br />MANUF. SPECS <br />2X PT BLOCKING <br />N�--8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />SLOPE <br />0'-01, <br />�. FIN. FL. <br />—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ 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 />W <br />3:0>. <br />WOC¢0 <br />1-- <br />cnUWw <br />Q = W F- <br />m0� 12�IIY <br />Y 0 I-- Z <br />06u-00w <br />z- <br />J a J <br />w0-=a <br />Z Z O U) <br />cc <br />n <br />o <br />H <br />o <br />0 <br />l� <br />V <br />O <br />Im <br />Vaw <br />00 <br />O <br />Ma.l <br />0 <br />two <br />i <br />U U <br />w <br />w <br />mmmmo <br />U) <br />a <br />cn <br />0 <br />X <br />z <br />Z <br />O_ <br />rL <br />U <br />to <br />w <br />0 <br />to <br />04 <br />in- <br />G <br />wz <br />QQQQQ <br />COMMUNITY; <br />LINKS A CALUSA <br />SPRINGS <br />PLAN # 6103 <br />RELEASED: 9/22/21 <br />SHEET <br />A5.2 <br />1 <br />