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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />ta' OLD. BOARD <br />1/2' DRYWALL -- Wr <br />SECURE ST. — <br />PLATE TO SLAD <br />W/ Wd MASONRY <br />NAIL • 32, or_ <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />O.C. <br />SLAB <br />O I UNO 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 1Fi' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />G <br />TYP. INT. WALL NON—BRG.1 SCALE, 3/4'.r-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.L1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 />5/8' GYPSUM BOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION IQ-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />tx2 P.T. FURRING—� <br />STRIPS 24' O.C. <br />S CMU_ <br />1/2' GYP. WL. BD.— <br />WOOD BASE I <br />0'-0' FIN. FLR _ <br />! do <br />ti W/ WINDOW OPENING <br />S' DIA OL.E", <br />DO NOT CUT <br />PE <br />BOND BEAM NOT CUT <br />ID GROU <br />T THE DOND <br />W/ (IY .5 BEAM <br />(2) COURSE - REBAIIS <br />A PIPE THROUGH BOND BEAM <br />SCALD <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF GMAT14NO <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />ALL-u— 0'-0' FN. PLR. <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'"1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />AID ww <br />MR muIN <br />2B GAS LINE THRU BLACK <br />0 seAu, w•.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-J— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />jj <br />e• crn.1 <br />9' <br />AITIeDvx Isa. <br />APPPVV vKV. o,--• `OO OV6PWZAD DR <br />• 7RAaG r BY onaRe <br />�AaIBBD TO I%wm <br />1RACx WRACKM <br />W)PRODUGT <br />AITMOVAL RlG. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />i-2X4 SPF 24. O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS—• <br />STIFFBACK AT ALL UPRfGI4' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />C x RAT RUN SECURED PER---// <br />STRUCTIRLICTURAL DETAILS J/ <br />SEE ENERiY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />.Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />V2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS 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 />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 SHEET SNI. <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Fr-v <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-ib IN <br />ACCORDANCE WITH FBCR 2020 <br />a 'ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />N W/ WINDOW OPENING ® TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />r6"' I —STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE: 3/4•.r-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 9TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT, <br />11 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 000332E <br />till <br />[stmDrv. ae IAT <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJMCT#L <br />04181.000-06091 <br />MODEL' <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8MING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DMNT <br />ATE. 5/04/21 <br />SCALE: 1/4"=1'-0" <br />8FIEET <br />D1 <br />