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2X4 TOP PLATE <br />em <br />PRE-FAS TIM" <br />Vl' GLG. BOARD <br />. r <br />U2' DRYWALL —t WF- <br />SECURE ST. — <br />PLATE TO SLAB <br />uV k3d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FN. RR <br />2X4 WOOD <br />STUDS 024' <br />Oc, <br />N T -: STUDS IN <br />PARTITIONS SUPPORTMGs <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' OZ. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />MTYP. INT. WALL (NON—BRG.) <br />21 SCALE, 3/4'.1'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9051U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/1' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1.-0. <br />TYP. <br />OA <br />3/8' GYPSUM Bf <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 />00 NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'•1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 NOULATION <br />WINDOW ATTACFAIENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T.FURRING— <br />STRIPS • 24' O.G. <br />v CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRj_ _ <br />tl. <br />..a <br />n W/ WINDOW OPENING <br />FIBERaLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FE$CR 9051.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />W' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J 0'-0' FIFE FLR <br />B TYP. WALL SECTION <br />NO OPENINGS NOTE: <br />PER SECTION FBCR 905.1.1 - FOR <br />SLOPES <br />:12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4ROOF:12, A (2) LAYE2R UNDERLAYMENT <br />SCALE, 3/4'•I'-V' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (U <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 406S TYPE <br />Iv, OR ASTM D 6151 <br />us <br />2B GAS LINE THRU BLACK <br />— xr.r_ <br />FIBERGLASS SHINGLES - <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE) / <br />9' <br />2x FASCIA PER MA,: <br />ELEVATIONS 01. <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-EWA GABLE TRUSS <br />WEEP SCREED / <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />� ����� I i!440•i•,i0.00ii•J���;i <br />wr . �''a r DE eY aneAs <br />.T?04 wa <br />TAemec ATO C <br />w wocr+ <br />rimo <br />P90 <br />dPPMWALVAL IE2 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 1IR'=I'-0' <br />2X4 SPF 24. O.C. MAX. <br />SECURE IW (2) 12d NAILS <br />• EA END <br />2x 15LOCKNG BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIFFSACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRIM <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />S/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT- <br />1---PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />8' cm 4m. <br />a <br />n W/ WINDOW OPENING <br />ti <br />R-43 INSULATION <br />WINDOW ATTACN'ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLA88 SHINGLES <br />UT14UNDERLAYMENT <br />AS PER POOR 9051L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON 8 4EET SNL <br />PRE-ENG. GABLE TRU88 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0'-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.1'-0' <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746018 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA R: 0003325 J <br />� <br />Y <br />z <br />q <br />F <br />l <br />MIN0 <br />a <br />SVHDIV a two . <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />PROJECT#I <br />04181.000-03111 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE STFMC;: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />I!' <br />Li ,i rcr k: <br />77 <br />DrRINTA 01/19/21 <br />SCALE: 1/4"=l'-0" <br />SHEET <br />1111,. D1 <br />