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�PER r-rEl 2X4 TOP PLATE <br />PRE -FAD TRUSS <br />1/2 CLG,. BOARD <br />V/' DRTW4LL TOr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ WDd MASONRY <br />NAIL a 32' O.C. <br />MAX <br />FIN. FLR <br />STUDS a24' <br />OZ. <br />GLAD <br />NOTE; STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(a)TYP. INT. WALL (NON -BRIG.) <br />D1 SCALE, 3/4'-I'-o' <br />FIBERGLASS SHINGLES <br />OVER °30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW551.1 <br />ON i' 088. SHEATHING <br />OR J' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND—J-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj <br />I,-0. <br />TYP. <br />O.H. <br />5/V GYPSUM EI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE.3/4'-I'-0' <br />ENERGY CODE FORMB <br />ATION R-VALUES <br />iRENCE STRUCTURAL <br />k I <br />ULATION <br />—'''' <br />WINDOW ATTACW <br />'ENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />/—FW;NCe <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.C. <br />S' Cm <br />1/2' GYP. WL. ISD.- <br />WOOD BASE — <br />a <br />a <br />ti <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS0bJ.1 <br />ON OAS. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TFtM <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />_ �J, 0' <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(�:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'-I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 15E PER ASTM D226 TYPE II, <br />ASTM D 4069 TYPE IV, OR ASTM D <br />6151 <br />00 GM L1a <br />/RNGAS LINE THRU BLOCK <br />seAu, vr— <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505.1.1 ON l' O.S.S. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />i'-0' <br />TYP. <br />MTL. DRIP EDGE O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT Y4�/" <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />VY rAM 2 COAT - <br />PORILgo CRlR <br />PLASTM APPLa:D <br />OSlCRT TO <br />K46ONlf <br />MCM JAM PM <br />PROO�r:T <br />IPPRDVAL RaQ. <br />COINR MIA <br />S' cmu m <br />671UC1UfAL Fm <br />2.0 P.T. w <br />ATTACHM TO PLL <br />CULL AS PM <br />PRODUCT <br />An-RovIL aan <br />SKALAJT - <br />aIGTM! ROp <br />W1ATNaS STRIP <br />PIOU01M ALL <br />.MCISD [aY <br />000Rltai/J <br />OAREAD DOOR <br />BY OTHI M <br />a GARAGE DOOR JAMBS <br />\lla1 SCALE: <br />,--2X4 SPF 24' O.C. MAX <br />SECURE W/ (2) 12d NAILS <br />a EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRrGW' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CCNT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMES FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />b/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS a 24. O.C. <br />1/2' THICK 2 COAT— IR' GYP. WL. BD.- <br />PORTLAND CEMENT WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FILM <br />8' cm <br />ti <br />m <br />M <br />°a <br />W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.1.1 ON J' OAS. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />I.-®. FASTENER SCHEDULE <br />TYP. MTL, DRIP EDGE <br />O.A. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a <br />TYP. WALL SECTION B <br />NO OPENING <br />5Q1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'-1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA a: 0003326 <br />t <br />�a <br />o <br />00 <br />auDDiv ae LOT <br />SILVERADO <br />LOT #17 <br />BLK #19 <br />PROJECT* <br />04128.002-17191 <br />MODEL: <br />4EWB <br />"1499-FREEPORT' <br />GARAGE BvWnX JG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />1 <br />D TES:: 07/24/20 <br />SCALE: 1/4"=1'-0" <br />skmew <br />D1 <br />