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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />V2' CLG. BOARD <br />V2' ownaALL 1 • r <br />SECURE ST. — <br />K ATE TO SLAB <br />IW Wd MASONRY <br />NAIL • 32' OL. <br />MAX <br />W-0' <br />FIN. PLR <br />2x4 WOOD <br />STUDS 02W <br />Oc <br />a , w. m <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS 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, S/4'.I'-0' <br />FIBER3LA88 SHINGLES <br />UUTH UNDERLAYMENT <br />AS PER FBCR Wb.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />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 />1'-0' <br />TYR <br />O.H. <br />'sw GYPSUM at <br />OR 1/2' NIGH <br />STRENGTH CLG. <br />BOARD <br />3SWOR5 <br />VY DIEYULALL S/O' TOP <br />CHANNEL l28 <br />GN <br />V2' DRTUTALJ. <br />S S/S' OR S S/S' METAL STUDS <br />O 2W .C. 20 GA METAL TO BE <br />INSTALLED IN ULALLS <br />RECEJF <br />WNS UPPER/ LOUER <br />S S/S' OR S <br />CABINETS AND TUISAHOUER 28 <br />.w BOTTOM <br />GA METAL TO BE INSTALLED <br />04A4NEL (28 <br />IN ALL OTHER WALLS. STUDS <br />GAJ SECURED <br />TO BE SPACED 16' OL, AT 2ND <br />TO CONC <br />PL42M UTALLS ADJAC&IT TO <br />FLOOR UI/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP ♦ TO <br />WALLS IIU TILE FINISH <br />WOOD FLOOR <br />WOOD BABEBOARD- <br />UY 1/4' WOOD <br />6CIm <br />—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS NON-BRG. <br />D1 SCALE, S/4'.I'-0' <br />SEE ENEMY CODE FORMS <br />INSULATION <br />FdPeRENC.E S VIRUCTURAL <br />'--R-4.1 NSULATICN <br />WINDOW ATTAC441ENT <br />AS PER MANUFACTURES <br />r: SPECIFICATIONS, <br />ilr <br />� � f—sT�cT�in aEt. <br />Ix2 P.T. FURRING - <br />STRIPS • 24' OG. <br />S' cm <br />1/2' GYP. U.L. BD: <br />WOOD BASE — <br />0'-0' Fit-L FLR. <br />d: <br />. p. <br />W/ WINDOW OPENING <br />FIBEI�aLA88 SHINGLES <br />UUTH UNDERLAYMENT <br />AS PER FBCR WS.I L <br />ROOF SHEATHING <br />THICIQJESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SC 4EDLIL.E <br />STRUCTURAL <br />b0L7_1 <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (9- 03 <br />(2) COURSE <br />1/2' THICK, 2 COAT POR LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIAL SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />RE5ARS <br />2A PIPE THROUGH BOND BEAM <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS 18 <br />ENGINEERED PER ASCE 1-16 IN <br />..' ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.I3 <br />AND 1609.5.1. <br />TYP. WALL SECTION B <br />NO OPENING <br />NOTE; <br />4 1-STORY HIP BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />SCALE, V4'•I'-0' LINDERLAYMENT IN ACCORDANCE <br />WITH F5CR 905.I.I.1 OF THE F5CR <br />2020 1TH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 9081L <br />ROOF O EATHNG <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA F'ER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />In' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,I <br />S' CHU <br />//////-' CawaR auo <br />g1UGT1lN. PC <br />V cm an <br />FL40 iLT toIRN�711Clt. <br />MArONlT r� r.T.tlD_- <br />♦ <br />►i r� ►♦o <br />. <br />►:ilA� � ♦9Ti!ia <br />i�i�iTQi�iTi�iT41�TiTi!i�i♦i <br />2B G.4S LINE MU BLOCK I 3 GARAGE DOOR JAMBS <br />\lQvD1 SCALE. 11/2'.I'-0' <br />-2X4 SPF 24' O.C. <br />SECURE W/ (2) I2d <br />• EA END <br />2x <br />STIFFBAGK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENKs110. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENEMY CODE FORMS FOR <br />INSULATION R-vALlEB <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HI&4 STRENGTH CAA. OOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRNG- <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. DD.- <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR WS11. <br />ROOF SHEATHING <br />THICKNESS 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 />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET OHL <br />Cm <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />~ ~ • ENGINEERED PER ASCE 1-16 IN <br />�' •, :.,' .. ACCORDANCE WITH FIBCR 2020 <br />4' 1TH EDITION, SECTION R301.13 <br />AND 160S,5.1. <br />W/ WINDOW OPENING TYP. WALL SECTION B <br />NO OPENING <br />NOTE: <br />1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />5 <br />INSTALLATION OF ROOF SCALE, 3/4'.r•o' UNDWITH <br />NtLAYMENT FBCR SMJJ.NOr- HET FBCR ACCORDANCE <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />d N. RONALD REAGAN BL <br />LONG WOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA X: 0003328 <br />H <br />LA <br />LA <br />a <br />c <br />ounDIV. Sr LO%% <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJMT <br />04181.00 -03131 <br />MODffi7i <br />3EFB <br />"2447—ROBIE" <br />GARAGE DWING: <br />LEFT <br />1PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />DRINT AOB/14/21 <br />ec'& ffi- 1T4• = 1'-0. <br />olmc= <br />D1 <br />