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ggFL.2x4 TOP PLATE <br />PLC Y <br />PRE -FAD TRUSS <br />W'CLG. BOARD <br />1/2' DRYWALL T`h- <br />SECURE ST. STUL <br />PLATE TO SLAB <br />W/ od MASONRY O.C. <br />NAIL • 3', O,- <br />MAX <br />FIN. FLR <br />TINS SUPPORTING <br />HUNG PLUMBING <br />RES 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.G. <br />(51TYP. INT. WALL (NON—BRG.) <br />Dl SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENO TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER YR <br />ELEVATIONS CA <br />O.H. <br />VENTED SOFFIT <br />f <br />I � <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSUM Bl <br />OR 1/2' W*W <br />STRENGTH CLG. <br />BOARD <br />35/8'OR5 <br />1/2' DRYWALL <br />3/8, TOP <br />CHANNEL (25 <br />GA) <br />1/2, DRYWALL <br />3 51V OR 5 3/S' METAL. STUDS <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/S' OR 5 <br />CABINETS AND TUD/SHOWER 25 <br />3/8, BOTTOM <br />GA METAL TO BE INSTALLED <br />CHIANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO DE SPACED 16' O.C. AT 2ND <br />TO CCHC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />!RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />5' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR <br />4 <br />n W/ WINDOW OPENING <br />H <br />W/ 1/4' WOOD <br />SCREW <br />�FNISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A_ METAL STUDS (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. <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 IS <br />i ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B TYP. WALL SECTION <br />ke NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4 .P-® UNDERLAYMENT IN ACCORDANCE \DlWITH FBCR 1105.1.1.1 OF THE FBCR <br />2020 "ITH 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 />CIA"" Ax0 as& <br />LN <br />Y nc ftwA ros su LM <br />cTu <br />yr m'..Lo <br />. WOW sun <br />2B GAS LINE THRU BLOCK <br />rx■, un•.re <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET OHL 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 84EET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT -lam <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />°a <br />M' IWK K 2 COAT - <br />FORn.AND C■MBR <br />FLA■T■R AR-LHD <br />D"ImmT TO <br />PWAG RT <br />ARm1wT <br />AFP10VAL 1186 <br />w FRCDYCT <br />AFFROVAL 14M <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-P-0' <br />� 2X4 SPF 24. O.C. MAX — <br />SECURE W/ l2) 124 NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE -ENO WD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS JJ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />4,10ER ELEVATION <br />5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <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. ILL. W.- <br />WOOD BASE— <br />FLL <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 9051.1. <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 />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 />— _ 0'-0' FIN. PLR. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R30I.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />®NO OPENING <br />NOTE: <br />r_5�1—STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.I.I.I OF THE FBCR <br />2020 'IT14 EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE If OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. MAY <br />1 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.eom <br />AA #: 000332E <br />b <br />b <br />N <br />W <br />o <br />II <br />J <br />aUBDIV ae LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #9 <br />PROJECT# <br />04181.000-05091 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 111/INO: <br />LEFT <br />PACE: <br />DETAILS <br />(SHINGLE) <br />160 MPH E <br />712021 <br />DA=: 5/05/21 <br />BCA=.- 1/4"=1'-0" <br />aHEET <br />D1 <br />