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2X4 TOP PLATE <br />PRE-FAB TRUE <br />1/2- CLCs LIA-7 <br />1/2- DWrU4L.L —t TV)r <br />SECURE BT. — <br />PLATE TO SLAB <br />WY Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />a-o' <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O:C. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' OL. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON— BRG. <br />D�l SCALE: 3/4•.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYI'ENT <br />AS PER FBCR 905JJ. <br />ROOF SHEATHING <br />THICKNE86 AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />8GHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER m <br />ELEVATIONS OH.OA <br />VENTED SOFFIT <br />IR' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />411 <br />0'-0' FIN. FLR <br />d • <br />s. <br />• 4i <br />5/8, GYPSUM BN <br />OR 12' 441GH <br />STRENGTH CLG. <br />BOARD <br />35/S'OR5 <br />in, DRYWALL <br />3/8' TOP <br />CI-L4MEL (25 <br />CoA.) <br />U2' DRYWALL <br />3 5/8. 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 TUB/SMOUER 25 <br />3At.1801170M <br />GA METAL TO BE INSTALLED <br />CNANBL (25 <br />IN ALL OT14ER WALLS. STUDS <br />GAJ SECURED <br />TO BE SPACED *' OG. AT 2ND <br />fl[WOOD <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />WALLS W/ nLE FNSN <br />FLOOR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />b0 P.T. FURRING — <br />STRIPS • 24' O:C. <br />8' CMU <br />1/2, GYP. WL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />W/ 1/4' WOOD <br />SCREW <br />—FIN*4 FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D 1 SCALE: 3/4'.1'-& <br />FIBERGLASS SHW sLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />THICIOJESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -El Ks TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/1' 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 />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />4 1- STORY HIP BLOCK WALL METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALF, UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1T44 EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLACK <br />\Qv�GY.4 VJ'— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90SJJ. <br />ROOF SHEATHIIC7 <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICgJESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-EWa. 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 />0'-0' FIN. FLR� <br />a, CHU <br />9' <br />in- <br />\\\\ //— COMER lEAD <br />MIUCIIRAL FM <br />dRaG7LT 70 <br />MASOMW 2.6 P.T. WD <br />IL Pam <br />d <br />STEEL <br />Ad I�EIltIGAL iRAYX —GYMOMAD DOOR <br />eT MAIP. eT o"Ma <br />!Yi!>® TO YWK <br />TRACK SMACKM Room <br />Yp FROd1L'T <br />APPROVAL RIQ <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 1 i/2'•I'-0' <br />FIBER LASS SHINGLES <br />//--2X4 SFF 24' OZ. MAX WITH UNDERLAYMENT <br />SEGURE W/ (2) 12d NAILS AS PER FBGR 908JJ <br />• EA END ROOF SHEATHING <br />2x ELOCKING BTHICLQJESS AS PER <br />BETWEEN TRUSSES SHEET SNI. <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />D <br />PRE-ENG U, TRUSS 9 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CCNT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR ETHICgNE88 AS PER <br />INSULATION ELEVATION <br />SHEET SNL SECURE PER <br />PER ELEVATION FASTENER SC44ECULE <br />"I GYPSUM BOARD OR 1/2' CN SHEET SNI. <br />14K14 STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />R-4J INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24, O.C. <br />1/2' GYP. ILL. BD. - <br />WOOD BASE— <br />_ 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 1TH EDITION, SECTION R301.13 <br />AND 160%BJ. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCAI e, 3/4 .r-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE It OR ASTM 0406-1 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-T746078 <br />FAX: 407-774-4078 <br />Www.abdimtgn0oup.mm <br />AA A: 0003325 <br />oal <br />all <br />munDIV. at LOT: <br />ABBOTT PARK <br />LOT#19 <br />BLK #8 <br />PHASE 2A <br />PROJECTS# <br />04181.000-19082 <br />WODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 81VING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />mm <br />DA 12/07/21 <br />SCALE: 1/4"=1'-0" <br />SIIZE= <br />D1 <br />.10 <br />