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2X4 TOP PLATE <br />PRE-FAB TRAM <br />14' CLG. LAI-7 <br />to. ORTULA L --� Tv r <br />SECURE DT. — <br />PLATE TO SLAB <br />V Is7d MA IONRY <br />NAIL • 32' OTC. <br />MAX <br />FIN. RR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />SLAG <br />ITIONS SUPPORTING <br />HU s PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'•I'-0' <br />FISSWA ASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR °UOS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-: TRUSS—�/ <br />MTL. DRIP EDGE �// <br />2x FASCIA PER I -0 <br />Tyl- <br />ELEVATIONS 0,4. <br />oN. <br />i -4 iia <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.L <br />�— 3 5/0' OR 5 <br />I/Y DRYWALL 3/v TOP <br />C TAN IEL (25 <br />GA.) <br />YJ' TYING(, ]COAT vcmm F01! <br />tlZZA � <br />V2' DRYIU4LL TNaON�T],:a P.T. WD <br />3 DM OR 5 WA' METAL STUDS ♦�LACMP PTO W1 <br />24' OD. 20 GA METAL TO DE AS PM <br />INSTALLED N WALLSAMPOVAL <br />"ECEIVINS UPPER/ LOWER 3 SW OR 5 AYDnIL SULAY1r 4 � <br />CABINETS AND TJD)SHOWER 25 �. BOTTOM a�aaee ISGa <br />GA FETAL TO OE NOTALLED Aw SOT. OM VRAT w a <br />N ALL OTHER WALL& STUDS w MOU.DWO ALL <br />TO OE SPACED IS' O.G. AT M T � ! n¢ aaya ea] sr w D� D (BYE <br />WALL8 ADJACENT 7il <br />. <br />STAIR WELLS AND BATHROOMTM FLOOR W 3/4' w e�r.u.aw T MApAwmao O" <br />WALLS UI/ TILE FINISH WOOD FLOOR aneD w ]]TaD ree <br />V 1/4' WOOD G4Lv. WDOD DASEDOARD� BcREW Arrwov +� amy KQvoptrcAL my � <br />I-Aial GYPSUIM SO <br />OR V2' HIGH <br />STRENGTH C.M <br />BOARD <br />SEE EPERsY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL. <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />WINDOW ATTAC 41WT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />O ERENCE <br />STRUCTURAL <br />W P.T. FURRING-- <br />BTRPS • 24' O.C. <br />9' CMU� <br />+. 1/2' GYP. UL. <br />WOOD BASE — ---- <br />a . <br />a.- <br />,a <br />• 4 <br />/1 W/ WINDOW OPENING <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A_METAL STUDS (NON—BRG.) <br />D 1 SCALE: 3/4'•I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FIBOR 805.I.L <br />ROOF 814EATHIING <br />THICI"SS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <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 />a' ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B 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 />ecraLE: 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FI3CR SM11.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2 GAS LINE THRU BLACK <br />— <br />.,- <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FOCR WS.1.1. <br />ROOF SHEATHING <br />THIC 10688 AS PER <br />SWEET SNLSECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />TNICICMSS AS PER <br />SHEET SNL 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a' CMU <br />1. <br />a GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-0' <br />FIBERGLASS SHINGLES <br />2X4 OFF 24' O.C. MAX. <br />WITH UNDERLAYMENT <br />SECURE W/ (2)12d NAILS <br />AS PER FBCR SMIL <br />• EA END <br />ROOF SHEATHING <br />2x BLOCKING 15ETWEEN TRUSSES <br />THICKNESS AS PER <br />SHEET SNL <br />PER STRUCTURAL DETAILS <br />SECURED PER <br />FASTENER SCHEDULE <br />StUFBACC AT ALL UPRIGHTS <br />F ER STRUCTURAL DETAILS <br />MTL DRIP EDGE <br />PRE-ENG WA, TR188 <br />a 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />THICKNESS AS PER <br />INSULATION R-VALUES <br />SHEET SNL SECURE PER <br />PER ELEVATION <br />FASTENER SCHEDULE <br />5/a' GYPSUM BOARD OR 1/2' <br />_ <br />ON SHEET SINE <br />WW STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />1x2 P.T. F URRMG <br />STRIPS • 24. OL. <br />1/2' GYP. U.L. BD. <br />CFAI <br />�— WOOD BASE <br />0'� 0' FM FI R <br />a. <br />a • <br />ROOF SHEATHING THICKNESS IS <br />e ENGINEERED PER ASCE 1-16 N <br />�. •, :.,- ACCORDANCE WITH FBCR 2020 <br />4' 'ITH EDITION, SECTION R301.13 <br />_ . AND 16095.1. <br />W/ WINDOW OPENING H 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 />Scae: s/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FIBCR 905.1A OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />• <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />y <br />C <br />4 <br />n'um IV. da LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PROJECIT <br />04181,00 —23071 <br />MODRU <br />4EAB <br />"1672— ARIA" <br />GARAGE OWING; <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />