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 2X ALUM WRAPPED FASCIA <br />PER SPECS. BD. w/ALUM DRIP EDGE <br />PRE-ENGINEERED SOFFIT INSTALLED PER <br />GABLE END ROOF MANUF. SPECS <br />TRUSS - REFER TO 2X PT BLOCKING <br />STRUCTURALS HURRICANE STRAP - REFER TO <br />1/2" (MIN.) CLG. BD. STRUCTURALS <br />TYP. HIPPED PENT ROOF DETAIL <br />SCALE: 1/2" = 1'-O" 2-STORY - FRAMED 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 />60 MIL. OR EQUAL <br />12 <br />SEE ROOF <br />PRE-ENGINEERED ROOF <br />� <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 />STRUCTURAL. <br />\ \OIL 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. WALUM 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 />DRAWINGS FOR SIZE AND <br />(OR APPROVED EQUAL) <br />ORIENTATION <br />WALL SHEATHING PER <br />STRUCTURALPLANS <br />OIL TOP OF FLOOR <br />(REFER TO ELEV.) <br />Cx <br />MID -WALL WEEP <br />I <br />SCREED/EXPANSION JOINT <br />OIL TOP OF CMU <br />j <br />(REFER TO ELEV.) <br />1/2" (MIN.) CLG. BD. <br />_// I TOP OF WINDOW <br />DRAFTSTOPPING AS - (REFER TO ELEV.) <br />PER R302.12 WHEN <br />CONCEALED SPACE SEE STRUCTURAL <br />EXCEEDS 1,000SF DRAWINGS <br />ix6 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 ix2 PT. FINISH <br />FURRING @ 24" O.C. <br />SLOPE GRADE AWAY <br />BASE BOARD FROM HOUSE <br />ot 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION - <br />SCALE: 1/2" = 1'-O" <br />12 <br />SEE ROOF <br />� PLAN <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. - <br />ix 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 ix2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) <br />OR OR OR <br />CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL <br />SEE ROOF SEE ROOF <br />PRE-ENGINEERED ROOF `� PLAN PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END , HURRICANE STRAP EACH END ' > HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO `� , OF TRUSS - REFER TO �`�, OF TRUSS - REFER TO <br />` Z STRUCTURAL. ��� STRUCTURAL. Z STRUCTURAL. <br />OIL TOP OF C.M.U. OIL TOP OF C.M.U. OIL <br />(REFER TO ELEV.) (REFER TO ELEV.) TOP OF C.M.U. <br />I I <br />(REFER TO ELEV.) <br />t <br />2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA <br />EE BD. WALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE <br />EL V. E V. BD. W/ KNOCKDOWN E V. <br />1/2" (MIN.) ----- PLASTER FINISH <br />SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SEE STRUCTURAL SOFFIT INSTALLED PER <br />MANUF. SPECS (t" TYPE 'X' GYP. BD. MANUF. SPECS PLANS MANUF. SPECS <br />2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING 2X PT BLOCKING <br />WHEN LIVING SPACE <br />SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL <br />PLAN PLAN <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />PRECAST WIN. SILL <br />SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY <br />FROM HOUSE DRIVEWAY PER COMMUNITY FROM HOUSE <br />GARAGE SLAB, 4°J1. <br />SPECS <br />SEE STRUCTURAL <br />0'-0" PLANS 0'-01, 0'-0" <br />FIN. FL. SLOPE EFIN. FL. SLOPE <br />FIN. FL. <br />`—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL @ 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 />FINISH <br />EXTERIOR— <br />CMU BLOCK <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />NATIONAL CODES. <br />f <br />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD z <br />g <br />3 1/2" a. <br />�' GYPSUP <br />w <br />GARAGE a <br />BOARD <br />NICHE FOI <br />ELECTRIC <br />PANEL & <br />WIRING <br />ih <br />ELECTRICAL <br />PANEL <br />ELECTRIC <br />PANEL <br />N <br />`o <br />EXTERIOR <br />00 <br />CMU BLO( <br />WALL <br />CONCRETE N <br />CONCRET <br />CURB REFER <br />CURB REF <br />TO PLANS <br />TO PLANS <br />VERIFY PANEL ��'•�"" <br />DIMENSIONS PRIOR TO AA �, SLAB ON <br />CONSTRUCTION. GRADE I ::::::: GRADE AT <br />GARAGE <br />• o <br />FOUNDATION <br />M PER STRUCTURAL DRAWINGS <br />WALL SECTION CaUARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ATTIC <br />FLOOR <br />REFER <br />OR SECOND <br />LIVING SPACE <br />• PLANS <br />NLE <br />m-w <br />.��_■ <br />jit �•+�T+•�I►"T�-ii'T±•i'�±j +jai +� •. �i"'i, <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" =1'-O" <br />`—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN 0 LANAI/PORCH <br />SCALE: 1/2" = V-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />cc <br />W <br />}2� <br />�00� <br />} <br />> <0 <br />p <br />(qUw W <br />Q p W <br />J U) W W <br />lr <br />oZSZZpW <br />Z <br />x Q 2 J <br />LU�=c� <br />p 0 U <br />p = Z LL In <br />�I-a?p <br />r` <br />O �Q <br />Q <br />0 <br />U <br />O <br />Z <br />O <br />�- <br />(L�n <br />O <br />W-j <br />w <br />W <br />O <br />U <br />U) <br />W <br />G <br />U) <br />O� <br />� <br />O <br />as <br />' No 77824 <br />?STATE <br />OF • t� <br />o` W <br />ORI <br />COMMUNITY: <br />: <br />PLAN # 6102 <br />RELEASED: 7/14/21 <br />SHEET <br />A5•2 <br />O <br />z <br />t <br />Q <br />:n <br />0 <br />z <br />Q <br />x <br />n <br />z <br />g <br />i <br />ji <br />7) <br />