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PER�I 2X4 TOP PLATE <br />PLAN --- T- <br />PRE-FAB TRUSS <br />I/i' CLG. BOARD <br />1/2' DRYWALL ��. T`J)Y <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0'-® <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24• <br />O.G. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />�TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J J <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER I _p <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />I/Y THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />O'-0' FIN. FLR.L <br />5/S' GYPSUM w <br />OR In' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />� r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />V2' GYP. WL. SO. - <br />WOOD BASE — <br />• a 4: <br />W/ WINDOW OPENING <br />L1 <br />5' DL4. SLEEVE, <br />DO Not CUT <br />P90AR <br />IPE <br />BOND BEAM NOT CUT <br />SOLID CAR= TWE BOND <br />WV (1)• -5 BEAM <br />(2) COURSE - REBARS <br />PIPE THROUGH BOND BEAD[ <br />D1 SCALE, <br />FI6ER31-ASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D40613 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />2B GAS LINE THRU BLOCK <br />D1 ...°... —.r4 <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905JJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/1' THICK, 2 COAT --- L ' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. FLR,L <br />8' C m <br />9' <br />R!a —By <br />�By OTWI DCode <br />�. r MN. BY TNEIYe <br />FASIB4L TO °LDo <br />TRACK BRAOM" Room <br />Wu mooua <br />AFTROVAL Ma <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24. OG, MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 90511. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />7! <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PRE-ENG WD. TRUS6 s' 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RN SECURED PER <br />STRUCTURAL DETAILS WALL 614EATHNG <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION _ FASTENER SCHEDULE <br />5/8. GYPSUM BOARD OR 1/2' ON SHEET SNI, <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-41 U-MLATIC14 STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T_ FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE— <br />Cr1J <br />° ROOF SHEATHING THICI<NE55 IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />° a 1TH EDITION, SECTION R301.13 <br />AND 160 .bl <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />X B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1"I N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />x .ebdwlgngroup.com <br />AA 8: 0003325 <br />m <br />a <br />o <br />0 <br />n <br />� <br />I1P <br />unniv. Nk LOTABBOTT PARK <br />LOT #21 <br />BLK #12 <br />PHASE 4C <br />ROJECT# <br />04181.04C-21121 <br />"ODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />1 <br />NO <br />PRINT <br />DATE: 02/08/22 <br />SCALE: 1/4"=1'-0" <br />B*EM= <br />D1 <br />