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2X4 TOP PLATE <br />MR mit.A, <br />PRE-FAIS TRL88 <br />t*' CLG. SOAR-0 <br />7 <br />IR' DRYWALL — , ­ T`' 1 <br />SECURE ST. BTU[ <br />PLATE TO SLAB <br />W/ 0d MASONRY O.C. <br />NAIL <br />MAX <br />FIN. FLR <br />TIONS SUPPORTINCs', <br />HUNG PLUMBING <br />E=S AND WALL <br />LETS SHALL SE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />IV O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />(a:)TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.P-0' <br />A8 PER F <br />\ <br />SHE THIN <br />ROOF BWEATHNG <br />\\ <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I -0 <br />ELEVATION& <br />O.H. <br />O.H. <br />VENTED SOFFIT <br />I <br />I f <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />I <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR�_ _ <br />. �. <br />d <br />• p. <br />, 4: <br />n W/ WINDOW OPENING <br />n <br />B/8' GYPSUM IS, <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8' OR 5 <br />V2' DRYWALL 3/8' TOP <br />CHANNEL (25 <br />I F— GA.) <br />I/Y DRYWALL <br />3 5/8. OR 5 3/8' METAL. STUDS <br />—IT <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED N WALLS <br />RECEIVING UPPER/ LOWER <br />3 5ro' OR 5 <br />CAmwe AND TUB/SHOWER 25 <br />"1 BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. 67LCO <br />GA.) SECURED <br />TO 00 SPACED W O.G. AT 2ND <br />TO C0NC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR LLELLS AND MATHROOM <br />PAP 4 TO <br />WALLS UV TILE PNISN <br />woo FLOOR <br />WW V4' WOOD <br />WOOD BASEBOARD—, <br />SCREW <br />ENERGY C0M PORMS <br />.ATION R-VALUES <br />PENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION — <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. PURRNG— <br />STRIPS • 24'Or_ <br />8' CM U <br />1/1' GYP. WL. BD. - <br />WOOD BASE — <br />'—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />9A METAL STUDS NON—BRG. <br />D 1 SCALE. 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F13CR 905.1.E <br />ROOF BHEATHNG <br />T14ICKM66 AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRU88 <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 FSCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160SBI <br />TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4',P-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR SOS -Ill OF THE FECR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF A61M 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />cm . w <br />2 GAS LINE THRU BLOCK <br />♦ # ♦ I ------ 00Ti�iTi�.�. <br />.�� <br />Ili1 MEI!?ICAI-TRACK i1 I. —�orm*uAp OOM <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-0' <br />FIBERGLASS SHNGLES <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O,C. MAX. <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />SECURE W( (2) 12d NAILS <br />AS PER FECR 908.LE <br />AS PER FBCR 905.1.E <br />• EA END <br />ROOF SHEATHING <br />ROOF SHEATHNG <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />SHEET SNL <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />PER STRUCTURAL DETAILS <br />SECURED PER <br />FASTENER SCHEDULE <br />FASTENER 80HEDULE <br />BTIFFBACK AT ALL UPRIGHTS, <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />MN <br />PRE-ENG LLD. TRUSS ?Jc <br />2x FASCIA PER <br />ELEVATIONS <br />O. <br />ELEVATIONS <br />PER ELEVATION <br />VENTED SOFFIT <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />WALL SHEATHING <br />THICKNESS AS PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />SHEET SNL SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />INSULATION R-VALUES <br />PER ELEVATION <br />SWEET SNL SECURE PER <br />ON SHEET SNI <br />If <br />FASTENER SCHEDULE <br />PRE -ENS. GABLE TRUES <br />5/8' GYPSUM BOARD O1/2' <br />R <br />ON SHEET SNL <br />NIGH STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRUES <br />WEEP &CREED <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FiURRNG <br />STRIPS • 24' Or- <br />1/2' THICK, 2 COAT <br />14' GYP. ILL. BD. <br />PORTLAND CEMENT <br />' cm <br />PLASTER APPLIED <br />WOOD <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,L <br />_ <br />J 0'-0' FIN FLR <br />&' CMAU <br />d' <br />tl' <br />ROOF SHEATHING THICKNESS IS <br />•.:., <br />ENGINEERED PER ASCE 1-16 IN <br />°,' <br />ACCORDANCE WITH FBCR 2020 <br />•,a: <br />' o' <br />ITH EDITION, SECTION R301.13 <br />AND 160SB 1. <br />W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO SE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL <br />INSTALLATION OF ROOF <br />SCALE, 9/4'.I'-m' <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR SM.1.1.1 OF THE FSCR <br />2020 NTH EDITION IS04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774807e <br />FAX: 407.774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Mill <br />Lmxm d< LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJECT <br />04181.000 09091 <br />D[ODEL: <br />4EAB <br />"1672—ARIA" <br />GARAGE EWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />