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2X4 TOP FLATE <br />PER F <br />PLAN <br />PRE -FAD TRU86 <br />i!!' THICK 7 COAT <br />00I esAD <br />°. CTAI 6m <br />I/2' CLG. BOARD <br />A77t( <br />87MWYUPAL FOR <br />DIIECTLT TO <br />MASONRYCMJ.2.6 <br />WO <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />ArrACNW TO FILL <br />MR <br />PARTITIONS SUPPORTING <br />DO NOT GUT <br />APPROVAL <br />A IEa <br />L <br />1/2' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />''��•" <br />SEALANT <br />FIXTURES AND WALL <br />PIPE <br />R� <br />�^TWM•TW <br />CABINETS SHALL BE NOT <br />Lli <br />MCULDMS ALL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />DO NOT GUT <br />N� Wu•vroW•e•LN <br />DOORMAROUND rAL ►J <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />TRAM' EXA <br />SECURE ST. <br />2X4 WOOD <br />STUDS •24' <br />THAN IV O.G. OR, NOT <br />w/ (I J- "5 <br />BEAM <br />V1' wr. R_ p. <br />WOoo s e• <br />FA°�TeruD TO <br />WOOD JAI'® Rom <br />PLATE TO SLAB <br />w/ 1m'd MASONRY <br />oc. <br />LESS THAN 2x6, WHERE <br />_ <br />l2J COURSE <br />_ _ <br />KEBABS <br />�TAL Ra. <br />° °"f6ADOO°R <br />NAIL • 32. O.C. <br />SPACED NOT MORE <br />PSTTOer <br />anaRa <br />MAX <br />THAN 24' O.G. <br />' RIOT 70 mom <br />i—CONC. SLAB <br />OVAL PEQ <br />FIN. FLR. <br />TYP. INT. WALL ( NON— BRG. ) <br />D 1 SCALE: 3/4' • I'- V <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL, DRIP EDGE J/ <br />2x FASCIA PER I'-0' <br />ELEVATIONS ToYP'H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR <br />m PIPE THROUGH BOND BEAM <br />21 SCALE: 3/4'•1'-0' <br />79/8' GYPSUM BOARD <br />OR I/2' NIGH <br />STRENGTH CLG. <br />BOARD <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 • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. � <br />WOOD BASE ---� <br />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 />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL, DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />In' 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 />-ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE+ 3/4'-P-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.I.I.1 OF THE FBCR <br />2020 -ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22(o <br />TYPE II OR ASTM D4861J TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2 GAS LINE THRU BLACK <br />D •au•, w•.I•.O <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FEICR 905.I.i. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SKI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION$ <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 />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />—2X4 OPP 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 />ex_ ---PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS .// <br />SEE ENERIGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—/-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a. <br />e' cm a <br />m <br />a <br />• 4. <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' Or­ <br />1/2' GYP. WL. SO. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 909.1.1. <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 />ELEVATION$ <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. 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 />CMU <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE i-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.13 <br />_ . AND 160S5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486B TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ARCHITICTS <br />6 <br />Gr e i In <br />1441 N. KUNALU MAUAN ULVU. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />ro <br />y <br />a <br />x <br />r <br />0 <br />3 <br />_LL <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT #18 <br />BLK #16 <br />PROJECT# <br />03719.001-18161 <br />MODEL: <br />"2045—LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />5 PH <br />PRINT DATE: 7/9/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />