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2X4 TOP PLATE <br />PLMJ �' <br />D PRE-FATRUSS <br />7 <br />IR' CLG. BOARD <br />Vl' DRYWALL TOr- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' OG. <br />MAX <br />FIN. FLR, <br />2X4 WOOD <br />STUDS 024' <br />OG. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOTI <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 7ELEVATIONS TON.YP. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8' /2' PSUMWIGW BOAR <br />70R IR' HKsH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION -� <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ix2 P.TFURRING . -� <br />STRIPS • 24' O.C. <br />a' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />n W/ WINDOW OPENING <br />e' DIA aLEEVX <br />DO NOT CUT <br />RF.DAR <br />PE <br />POND BEAM NOT CUT <br />SOLID dROUT THE BOND <br />eV (U 7 _ BENT <br />(2) cck~ PRO APO <br />A PIPE THROUGH BOND BEAM <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />8 4EET 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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS 15 <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH 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 />SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />OR aw um <br />2B GAS LINE THRU BLACK <br />D seAw vr.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICICNE98 AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTt. DRIP EDGE / <br />J 9' <br />2x FASCIA PER MA: <br />ELEVATIONS O.F <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET 8NL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED / <br />1. P.T. SECURED PER <br />nDIQLA 10 Om-w <br />FLA/TER AITLRD <br />D"w%y TO <br />HAWWr <br />TO <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />i-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 />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE -ENGG 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 />\ 5/6' GYPSUM BOAR OR 1/2' <br />HIGH STRENGTH CLG. BOAR <br />1/2' THICK, 2 COAT—`� <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a' cm <br />a d a <br />m <br />• q< <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. SIP, <br />WOOD BASE— <br />D TO ►LL <br />rm <br />1L mm <br />lioD <br />ET" <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />A8 PER FBCR W511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 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 SWEET SM. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />_ 0'-0' FIN. PLR <br />ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16OS5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />(J� SCALE, 3/4'.r-®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 J <br />S <br />StmDm de w1r. <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT <br />041 1.00t--22071 <br />MODEL: <br />4EHB <br />r'2605—HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />6 <br />wo <br />DAA E 5/04/21 <br />8CALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />