Laserfiche WebLink
SEE <br />ROOF PLAN 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 />PER SPECS. 2X ALUM WRAPPED FASCIA <br />PRE-ENGINEERED BD. WALUM DRIP EDGE <br />GABLE END ROOF SOFFIT AS PER SPECS. <br />TRUSS - REFER TO STRUCTURALS HURRICANE STRAP EACH END OF <br />�� <br />1/2" (MIN.) CLG. BD. TRUSS - REFER TO STRUCTURAL <br />TYP. HIPPED PENT ROOF DETAIL <br />SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />12 BOTTOM CHORD VARIES. REFER <br />SEE ROOF TO TRUSS MFGR. DRAWINGS. <br />PLAN <br />HURRICANE STRAP EACH END <br />' OF TRUSS - REFER TO <br />' STRUCTURAL. <br />\�Z <br />OIL <br />TOP OF WALL <br />(REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA <br />SEE ENERGY CALCS. SEE <br />ELEV. BD. w/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />1/2" (MIN.) CLG. BD. <br />HEADER PER STRUCTURALS <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. <br />I <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 />TOP OF FLOOR <br />(REFER TO ELEV) <br />" <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />TOP OF CMU <br />(REFER TO ELEV.) <br />1/2" (MIN.) CLG. BD. <br />I <br />DRAFTSTOPPING AS <br />- <br />TOP OF WINDOW <br />PER R302.12 WHEN <br />(REFER TO ELEV) <br />CONCEALED SPACE <br />SEE STRUCTURAL <br />EXCEEDS 1,000SF <br />DRAWINGS <br />1 x6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />PRECAST WIN. SILL <br />1/2" GYP. BD. OVER RADIANT " CMU BLOCK <br />BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS <br />ATTACHED TO 1x2 PT. FINISH <br />FURRING @ 24" O.C. <br />SLOPE GRADE AWAY <br />BASE BOARD 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'-0" <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 60 MIL. OR EQUAL <br />SEE ROOF PRE-ENGINEERED ROOF <br />\ \ PLAN 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 />UUUULL)�)U OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <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 1x2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />SE` <br />ELEV. <br />2x6 ALUM WRAPPED FASCIA <br />BD. WALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />SEE STRUCTURAL <br />PLAN <br />PRECAST WIN. SILL <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />h 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL Qr WINDOW <br />SCALE: 1/2" = 1'-0" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />GYPSUM - <br />PROVIDE 2X4 <br />FRAMED <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />GYPSUM <br />BOARD Z <br />g <br />3 1/2 <br />w <br />GARAGE <br />BOARD <br />J" GYPSW <br />BOARD <br />J" GYPSUM <br />BOARD <br />NICHE FOI <br />ELECTRIC METER <br />% <br />ELECTRIC <br />LOCATION -SEE <br />PANEL & <br />PLANS. VERIFY <br />WIRING <br />INSTALLATION IN <br />- <br />iv <br />FIELD <br />STUCCO' <br />FINISH <br />_ <br />% <br />ELECTRICAL <br />PANEL <br />ELECTRIC <br />PANEL <br />/,1 <br />c <br />N <br />EXTERIOR <br />CMU BLOCK <br />co <br />EXTERIOP <br />CMU BLO( <br />co <br />WALL <br />WALL <br />NOTE: ELECTRICALp <br />FA <br />- <br />PANEL IS TO BE <br />CONCRETE <br />CONCRET <br />INSTALLED ACCORDING <br />CURB REFER <br />CURB REF <br />TO ALL APPLICABLE <br />�TO PLANS <br />TO PLANS <br />LOCAL, STATE AND <br />NATIONAL CODES. <br />VERIFY PANEL <br />` <br />CONCRETE <br />DIMENSIONS PRIOR TO <br />Q <br />t <br />SLAB ON <br />, <br />CONSTRUCTION. <br />GRADE <br />r <br />GRADE AT <br />GARAGE <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />' <br />BOTTOM CHORD VARIES. REFER <br />\� <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV) <br />SEE 2x6 ALUM WRAPPED FASCIA <br />ELEV BD. w/ALUM DRIP EDGE. <br />1/2" (MIN.) ------ <br />SOFFIT PER SPECS <br />CLG. BD. <br />(t" TYPE'X' GYP. BD. <br />SEE STRUCTURAL <br />TO BE PROVIDED <br />PLAN <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />8" CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />EXPANSION JOINT <br />GARAGE SLAB, DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4 SPECS <br />PLANS " <br />SLOPE J SLOPE FIN. FL. <br />s <br />FOUNDATION <br />co PER STRUCTURAL DRAWINGS <br />WALL SECTION Cad GARAGE DOOR <br />SCALE: 1/2" = 1'-0" <br />I <br />ATTIC OR SECOND T_ <br />FLOOR LIVING SPACE il <br />REFER TO PLANS <br />C <br />ME <br />NO <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />12 <br />SEE ROOF <br />PLAN <br />1/2" EXTERIOR SOFFIT <br />BD. W/ KNOCKDOWN <br />PLASTER FINISH <br />SEE STRUCTURAL — <br />PLANS <br />SLOPE <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />,Z STRUCTURAL. <br />\ TOP OF C.M.U. <br />(REFER TO ELEV) <br />SEE 2x6 ALUM WRAPPED FASCIA <br />ELEV. BD. w/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />4 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN C@ LANAI/PORT <br />SCALE: 1/2" = 1'-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />orb % <br />?p?p <br />00 <br />• ,'J o 7 2 <br />o e <br />o <br />S <br />TE <br />o <br />} _ IC <br />�:00P <br />} <br />>LIJ �¢0 <br />LLJ <br />Q ? 55. <br />a> LLI LLJ <br />Y 0 F- Z <br />�LL.00cn <br />Z Z Z F-Z <br />QJ <br />LLI CL _ d <br />� C/) 0 U <br />=zLLvn <br />¢Z� <br />�I—cz <br />Q� <br />cz <br />n <br />to Q`J <br />~ <br />0 � <br />Q <br />Q <br />0 <br />0 <br />U <br />0 <br />to <br />J <br />In <br />WJ <br />U) <br />0 <br />0 <br />0 <br />J ON" <br />1-i <br />< <br />La <br />Uu <br />w <br />wo wa cn <br />U) <br />A <br />w <br />2 <br />w <br />_O <br />rL <br />Ix <br />U <br />U) <br />W <br />tn <br />oa <br />N <br />1zZ <br />aaaaa <br />COMMUNITY; <br />LINKSCALUSA SPRINGS <br />PLAN # 6102 <br />RELEASED: 6/10/20 <br />SHEET <br />Av.2 <br />