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pEg_FLg_2X4 TOP PLATE <br />PLAN i' <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />. I/2' DRYWALL V <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS -24' <br />O.G <br />SLAB <br />IVVIC: °71ullu 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 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON—BRG. <br />29 SCAI E, 3/4'.1'-C' <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 TRIJ88 �� <br />MTL. DRIP EDGE <br />2. FASCIA PER 1-0 <br />TYP. <br />ELEVATIONS <br />OJ-I. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLANO <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />&-0' FIN. PLR _ <br />��5/S' GYPSUM BOA <br />I/2' HIGH <br />S—AROrRENGn•i CLG. <br />FIER ELEVATION <br />BO <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS a 24' O.C. <br />5' CMU- <br />1/2' GYP. WL. BD.— <br />/ i— WOOD BASE <br />rA W/ WINDOW OPENING <br />es <br />S' DIA SLEEVE <br />DO NOT CUT <br />REBAR <br />BOND BEAM <br />IPE <br />O NOT CuT <br />SOLID *,ROUT <br />THE BOND <br />uV tI)- 'e <br />BEAM <br />(2) COURSE <br />RESARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALe, 9/4'•I' m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS F'ER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENCa 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 />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />�• ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 191MB.1. <br />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 />1 SCALE, 3/4'.1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D406S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />w am <br />MW x'Ae 6Y LW <br />e� <br />2 GAS LINE THRU BLOCK <br />D1 eaus. 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 ON] <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STINIJCTURAL DETAILS <br />1/2' THICK, 2 COAT—L--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR <br />8' CMU <br />9' <br />I�,49OOTiTi�0000Q4�4�i. <br />lea veleTicnL neAac--�'� t —My OTH P Ooae <br />I <br />111' ILL_ O04EAD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'a1'-0' <br />—2X4 SPF 24' O,:, 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-ENG WD. TRW <br />2x RAT RUN SECURED F'ER—/ <br />STF41 <br />87RUGTURAL DETAILS <br />SEE ENERGY CODE PORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' 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 />dx2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR 905JJ. <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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON 514EET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />6TRUGTURAL DETAILS <br />Rim <br />• _ 0'-0' FIN. FLR <br />a a ROOF SHEATHING THICKNE55 IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a• 1TH EDITION, SECTION R301.13 <br />AND 160S5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />L' NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r611—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-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 11 OR ASTM D4065 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesi gngrou p. oom <br />AA M: OD03325 <br />h <br />c <br />G <br />Y <br />e <br />BU13Div & L,OT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-13121 <br />MODEIa <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 3WWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />