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rgg,_ 2X4 TOP PLATE <br />ZW T- <br />1/2' CLG. BOARD PRE-FAB TRUSS <br />1/2' DRYWALL � Tor <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. FLR <br />2x4 WOOD <br />STUDS •24. <br />or — <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />IETS 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 />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRU88 J/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER 77, <br />TYP <br />ELEVATIONS O.H. <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' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 03 <br />(2) COURSE <br />'DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'•1'-0' <br />5/8' GYPSUM BOARD <br />70R In' HIGH <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.T. FURRING <br />STRIPS • 24' OZ. <br />8' CMU� <br />1/2' GYP. WL. BD.--� <br />WOOD BASE <br />H W/ WINDOW OPENING <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 />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IQ' 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 FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE; <br />METHOD TO BE USED FOR THE <br />(2)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-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 />L12' THICK 2 COAT <br />MASONRY <br />2xb R.T. 40 <br />ATTACHED TO FILL <br />CELL AS PER <br />APPROVAL ISXQ <br />BACKER <br />UXIATHSR STRIP <br />PIOULDINIS ALL <br />GAS LINK <br />AROUND t5Y <br />GALV. STEEL �t <br />DOOR MANFJTRACK <br />DRACKE <br />PASTIONED TO <br />1=I. <br />IMOCID SAN <br />WOW JAMB PER <br />PRODUCT <br />- <br />PF94L VERrICAL TRACKor <br />OTHERS <br />PASTINED To <br />TRACK T6 ROOM <br />GAS LINE THRU BLOCKAPPROVAL <br />(a:)GARAGE DOORJAMBS <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER FBCR 903.1.1. • EA. END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET 8NI. SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX PRE-ENG WD. TRUSS <br />ELEVATIONS O• <br />VENTED SOFFIT PER ELEVATION <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET 5NI. SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI JkPER ELEVATION <br />PRE-ENGl, GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2' THICK, 2 COAT—U--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. FLR <br />a' CMU <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />I/2' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />84EET 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 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 />CMU <br />FLR <br />a " ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE i-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5-'*'\1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />D1 WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 W141CH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A R C N I T E C T R <br />6 <br />Design <br />Grou — <br />1441 N. NVNALU NtAUAN OLVU. <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: <br />407-7744078 <br />www.a bdesigngroup.com <br />L AA #: 0003325 <br />R <br />r4 <br />rQ <br />O <br />F` <br />G <br />111.3 <br />BtTBDIV. & L071 <br />14 <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT# <br />03719.001-12161 <br />MODEL- <br />"2558-HAWTHORNE" <br />GARAGE 8WING: <br />LEFT <br />PAOE: <br />DETAILS <br />150 MPH B <br />