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2X4 TOP PLATE <br />PLAN <br />PRE -FAD TRUSS <br />In' CM BOARD <br />1/2' DRYWALL —­d TOr <br />SECURE SIT. STUI <br />PLATE TO SLAB 10d MASOO.C. <br />W/ NRY <br />NAIL ♦ 32' D:C. <br />MAX\ I t/ <br />FK FLR <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />?JES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2xb, WHERE <br />ED NOT MORE <br />24' O.C. <br />l TYP. INT. WALL NON—BRG. <br />pl SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL DRIP EDGE J/ <br />2x FASCIA PER 1 -0 <br />ELEVATIONS P. <br />ON. <br />VENTED SOFFIT <br />I I <br />I I <br />IR' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9/8' GYPSUM Bf <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 S/S'OR9 <br />1/2' DRYWALLIMSE <br />3/8, TOP <br />CHANNEL l25 <br />GA) <br />In'DRYWALL <br />3 5/8' OR 5 3/6' METAL <br />24' O.G. 20 GA METAL TINSTALLED <br />N W <br />RECEIVIN6r UPPER/ LOWER <br />3 9/8' OR 9 <br />CABINETS AND TUB/SHOWER 25 <br />3/6' BOTTOM <br />GA. METAL TO BE INSTALLED <br />CHANNELl25 <br />N ALL OTHER WALLS. STUDS <br />GAJ SECURED <br />filWOOD <br />TO BE SPACED 16' OC. AT 2ND <br />TO C0NC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />WALLS W/ TILE FINISH <br />FLOOR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS ♦ 24' O.C. <br />B' Cm <br />IQ' GYP. WL. BD: <br />WOOD BASE — <br />0'-0' FIN. FLR_ — <br />a . <br />a <br />a.- <br />n W/ WINDOW OPENING <br />n <br />WOOD <br />W/ V4' WOOD <br />SCREW <br />`FINISH 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 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <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 />IQ' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 16095.I. <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 />1 ALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FEICR <br />2020 "ITH EDITION IS 84 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />M 1'CI� vY LK <br />2 GAS LINE THRU BLACK <br />xr•.r•r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 905.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 />1/1' THICK, 2 COAT—J/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR <br />S' CMU <br />itO.i�i. <br />FlCDII6f _ - __ wlv.. fey o7m DOOR <br />�FFIaDVAL 1E6 lay m . rp/1CK D'/ CTtM <br />PA r& 4LOR <br />TjtA=3D TO E <br />IVMCx M*pQ7♦ <br />m T <br />AFFOWALIgVK RTO. <br />s GARAGE DOOR JAMBS <br />pl SCALE: 11/2'.1'-0' <br />FIBERGLASS SHINGLES <br />2x4 SPF 24' OJ:. MAX WITH UNDERLAYMENT <br />SECURE W/ (2)12d NAILS AS PER FBCR 9051I. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAIL SHEET SNI. <br />SECURED PER <br />\ FASTENER SCHEDULE <br />STIF=BACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />FIRE .ENG WD, T�Sg e' 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION //// VENTED SOFFIT <br />COAT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNLSECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />51' GYPBU'1 BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. RJRRNG <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BID , cm <br />WOOD BASE <br />77 <br />0'-0' FIN. FLR <br />a .. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />ACCORDANCE WITH PBCR 2020 <br />a a "ITH EDITION, SECTION R301.1.3 <br />AND 1609S.1. <br />W/ NTINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE- <br />TO <br />INSTALLATTION OFFRO1—STORY GABLE BLOCK WALL METHOD ESE USED FOR THE <br />OF <br />D1 SCALE, W4•.1'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 TYPE III E <br />OR TYPE IV UNDERLAYMENT. `d <br />F7i <br />1441 N. RONALD REAGAN B-D. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abd"Igngmup.wm <br />AA C 0003325 <br />d <br />V <br />x <br />p <br />ib <br />O <br />aX <br />EFUDDIN. Ae L/OT <br />ABBOTT PARK <br />LOT# 4 <br />BLK. 13 <br />1PX0J=T# <br />04181.000-04131 <br />MODRU <br />4EAB <br />"1672— ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />Zug <br />ROL W A AWUa4AMA <br />� AR NO Y3M J <br />DRwT .4 <br />AjL.. 09/21/21 <br />SCALE: 1/4"=1'-0" <br />8*IEET <br />D1 <br />