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2X4 TOP PLATE <br />PRE-FAB TOM <br />IA' CLG. BOARD <br />IQ' DRYWALL -- -- 7v)' <br />SECURE SIT. <br />PLATE TO SLAB <br />W/ Imd MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />SLAB <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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TUAN 2a' ell- <br />TYP. INT. WALL NON—BRG. <br />21 SCALE: 3/4'.r-m' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R%ftJ1 <br />ON J' O.S.D. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER 604EDULE <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 />IR' THIICIC 2 COAT <br />=W <br />oowa,ele MEAD <br />cru m <br />r c7u a{t <br />roRn"m <br />rLA6TR ArIft" <br />NOR <br />0"lle LY TO <br />ATT <br />ATTACWRD TO FILL <br />5' DIA. SLEEVE, <br />CELL AaF M <br />DO NOT CUT <br />APPOM$41. OOM <br />REBAR <br />eAuxAwss�L <br />LNrrCM i4 <br />IMIft <br />sA <br />PIPE <br />WSATHie 67HW <br />BOND BEAM <br />O NOT GUT <br />LN <br />IY tax.onoAsLN <br />M0"M ALL <br />ARCUOMY <br />oomr~� <br />SOLID GROUT <br />THE BOND <br />cm <br />°Kv' <br />W/ (1)- 5 <br />BEAM <br />w m.sL o. <br />P aD TO <br />(2)COURSE <br />REBARS <br />Wow sAr <br />rwm'we rm <br />w aKv.atm <br />DOOR <br />— — <br />ArPI�orK Riff vaIaY0A1. TRAac <br />MY H4Yl. <br />By orWAO <br />SY OTNEIM <br />■INTEND TO <br />TRACK MMAcxETs wvOM <br />uvrFIovucr <br />AI'!'I�CVK R!a <br />2A PIPE <br />THROUGH BOND <br />BEAM <br />a GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />D1 SCALE: 11/2'-1'-0' <br />JAMBS <br />D1 SCALE.3/4'-1'-0' <br />/6' GYPSUM BOA <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4J R48ULATION <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />URES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING ------- <br />STRIPS • 24. O.C. <br />e' cm <br />1/2' GYP. W-. BD.—� <br />WOOD BASE — <br />0'-0' FIR FLR,_ _ <br />a <br />a <br />.a <br />(1, W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.0 <br />ON J' O.S.B. SHEATHING <br />OR;' 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 <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIR FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING NO <br />PER SECTION S".1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)OLA ER"LN ERLAYMENT SYS EM <br />D1 SCA-E� 3/4'.1'-m' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486% TYPE IV, OR ASTM D <br />6151 <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />6YNT14ETIC PRODUCT, <br />INSTALLED PER SECTION <br />R808JJ ON J' 0.$Z. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <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 />—2X4 SPF 24' O.C. MAX --� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS -- <br />OTIFFBACK AT ALL L <br />PER STRUCTURAL DI <br />TYP. PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER - <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />IF <br />\ 5/8' GYPSUBO <br />ARD OARD OR I/1' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK 2 COAT -lam <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIR FLR <br />a. <br />IS, cm . v <br />,a <br />n W/ WINDOW OPENING <br />H <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ux2 P.T. FURRING <br />STRIPS M 24' Or- <br />1/2' GYP. WL, W. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER I30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I}' OJiB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />m. FASTENER SCHEDULE <br />TYP. MTL. DRP EDGE <br />OH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TR SO <br />WEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IF1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CT11 <br />0-0' FIR PLR <br />a <br />TYP. WALL SECTION <br />NO OPENING <br />�511—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.1'-0' <br />i441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6076 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA B: 0003325 <br />2 <br />cIM <br />b <br />b <br />SUDDIV. As w <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT <br />04181.00 —07151 <br />MODEIa <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />vQ16Q,MPH EXE C <br />AUG <br />SCAIM: 1/4"=1'-0" 1 <br />D1 <br />