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2X4 TOP PLATE <br />PER F R <br />PRE-FAS TRIGS <br />V2' CLCt BOARD <br />V2' DRYWALL ---! TOF- <br />SECURE BT. BTU: <br />PLATE TO SLAB <br />V Val MASONRY Or. <br />NAIL • 32' OG. <br />MAX <br />FIN. FLR <br />06 <br />IVV IG: 17IYV>7 IIV <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 1fD' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(I)TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOFSNEATHMG <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <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 />I,-m. <br />TYR <br />OJ-I. <br />0,/S- GYPSUM B: <br />OR V2' HKAH <br />STRENGTH CLG. <br />BOARD <br />5' DIA, SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />21 SCALE:3/4'-I'-C' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />---R-4.1INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />�— SPECIFICATIONS <br />i I r <br />�REPERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' Or— <br />v cm <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR L <br />— • e e <br />a <br />a. <br />.'u <br />n WJ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UMDERLAYMENT <br />AS PER PBCR WS.U. <br />ROOP SNEATWWs <br />THICKNESS, AS PER <br />SHEET 8141. <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' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F ICR 2020 <br />"ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />ATE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, y4 ,1.0 UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0406S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />AND -A,1L <br />RM loR NI LN <br />i� <br />2B GAS LINE THRU BLACK <br />seALA.: •.r.. <br />FIBERGLASS 614MGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR sJOBJ.I. <br />ROOF SHEATHING <br />THICKNE86 AS PER <br />SHEET 8NLSECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP 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 SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />UEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V2' THICK 2 COAT—J/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0- FIN PLR <br />6 cral <br />V1' rwm i P.OAT - <br />PORIL40 OClR <br />PLAOTw AFFLJm <br />DIRDOAY TD <br />MAAO W <br />W& <br />i� <br />i4i s <br />�4.4.�.�.s1�.4.4... <br />\►C�t <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'-I'-0' <br />i-2X4 SPF 24' OG. MAX --, <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x EILOCKMG BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS--• <br />STIFFBACK AT ALL UPRrxW' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER—�� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE PORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />GYPSUM BOARD OR 1/2' <br />HrsH STRENGTH CLG. BOARD <br />R-4.1 MbULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Jx2 P.T. PURRING <br />STRIPS s 24' O.C. <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS 814MGLES <br />WITH UNDERLAYMENT <br />AS PER FEIGR 805.I1 <br />ROOF BHEATHMG <br />THICKNESS AS PER <br />SWEET ON]. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON 614EET SNI. <br />PRE-ENG.GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Ri0i <br />0'-0' FIN. FILM <br />e — <br />a .. <br />a. .. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH PBCR 2020 <br />'1TH EDITION, SECTION R301.13 <br />AND 160B.5.1. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'-r-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngro up.com <br />AA 8: 0003325 <br />8 <br />� <br />� <br />y <br />� <br />3 <br />Sinn V. da LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #14 <br />PHASE 4C <br />P1ROJMCTp <br />041 1.04C-05141 <br />MODEL' <br />4EWB <br />"1499— FREEPORT" <br />GARAGE 8WDIRS: <br />RIGHT <br />1 PACE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />D TI- 10/26/21 <br />8CALE: 1/4"=l'-0" <br />sixEET <br />D1 <br />