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2X4 TOP PLATE <br />MR_A --T— <br />PLAN PRE-FAB TRUBB <br />1/2' CLG, BOARD <br />V2' DRYWALL T`t'r <br />SECURE BT. — <br />PLATE TO SLAB <br />WV 10d MASONRY <br />NAIL w 32' O.C. <br />MAX <br />o'-®. <br />FIN. FLR <br />2X4 WOOD <br />STUDS d24' <br />OJC. <br />BLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL NON—BRG. <br />21 SCALE, 3/4'.IAV <br />FIBERGLASS SHINGLE$ <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m8.1.1. <br />ROOF SHEATHNNG <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 />0'-0' FIN. FLR, <br />/8' GYPSUM BOARD <br />OR 1/2' HKaH <br />STRENGTH CLG. <br />BOARD <br />T <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OH. <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O:C. <br />6' CMu <br />1/2' GYP. ILL. BD.� <br />WOOD BASE <br />n W/ WINDOW OPENING <br />l�1 <br />$' VIA SLEEVE, <br />DO NOT OJT <br />RESAR <br />PE <br />BOND BEAM O NOT CUT <br />SOLID OR= THE BOND <br />W/ (I)- % BEAM <br />(2) COI✓A!E - REBARB <br />2A PIPE THROUGH BOND BEAM <br />QV SCALE, 3/4.0--D' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TM66 <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 />m'-V' FN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />B 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, W4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ays row ar4 �K <br />. sa <br />r <br />2B GAS LINE THRU BLACK <br />sa.u, •.r.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR ICS.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 6N1. 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 />IF2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a, Cm <br />1. <br />w w" BEAD <br />LII� "Tw AITSTIwIGTmi ►aR <br />DIII111my TO �Nr0�w-7T <br />n A /FM <br />ATTACHED TO PILL Aw D <br />NICDIICT <br />ATP.T. WDIlD�AL IRfi. <br />APPROVAL <br />VAL Imo. <br />s GARAGE DOOR JAMBS <br />p1 SCALE: II/2'•I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />�2xl5,5"L <br />ECURE W/ (2) 12d NAILS AS PER FBCR W5.U. <br />• EA. END ROOF SHEATHING <br />OCKING BETWEEN TRUSSES THICKNESS AS PER <br />R STRUCTURAL DETAILS SHEET DSECURED PER <br />FASTENER SCHEDULE <br />BTIFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG MD. TRU88 a 2x FASCIA PER <br />9\WSTRUCTURAL <br />AX' ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />ONT. 2x RAT PINSECURED PER <br />DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/V GYPSUM BOARD OR 1/2. ON SWEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANtFACTURES SPECIFICATIONS <br />PREFERENCE <br />STRUCTURAL <br />l' Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. 8, CMU <br />WOOD BASE <br />m'-V' FIN, FLR <br />" ..L ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 4 1TH EDITION, SECTION R301.1.3 <br />AND 16055.1. <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 />SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />4 <br />s� <br />O <br />6 <br />BUDDIV ae LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK. #12 <br />PROJWT# <br />04181.000-29121 <br />MoDEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 9WDF0: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />3 <br />DAT " 9/21/21 <br />SCALE: 1/4"=1'—O" <br />BaEET <br />D1 <br />