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2X4 TOP PLATE <br />PRE -PAD TRJBS <br />I/2' CLG. DOARD <br />V2' DRYWALL TV"' <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />PIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER MOR W5,11. <br />ROOF SHEATHING <br />TWI004ESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />I I <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />¢/8' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8. OR <br />V2' DRYWALL—z'l 3/8, TOP <br />CHANNEL l25 <br />GAJ <br />V2' DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24'Or— 20 GA METAL TO BE 5' DIA. SLEEVE, <br />INSTALLED IN WALLS DO NOT CUT <br />RECEIVING UPPER/ LOWER 3 3/8' OR 5 REBAR <br />3W <br />CABINETS AND TU"W01LER 25 /8' BOTTOM <br />OTTO <br />GA METAL TO DE INSTALLED L / PIPE <br />IN ALL OTHER WALLS. STUDS GA <br />TO BE SPACED 16*0) SECURED <br />.C. AT 2ND TO) SECONC BOND BEAM <br />FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' SOLID GROUT <br />STAIR WELLS AND DATHROOM PAP a TO <br />WALLS W/ TILE FINISH PAP <br />FLOOR W/ CU- s5 — <br />W/ 1/4' WOOD (2) COURSE -- <br />WOOD BASEBOARD-1 REW <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />�FNISH FLOOR <br />1—STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM <br />1A METAL STUDS(NON—BRIG.).Dj SCALE; 3i4•er'-C' <br />D1 SCALE, 3/4'•1'-C' <br />SEE ENERGY CODE FORMS <br />WSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />e' cm <br />1/2, GYP. WL. W.- <br />WOOD BASE — <br />0'-0' FIN. FLR <br />a <br />0 <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR SM.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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 />1/2' 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 F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND I603B.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4'•I'-®• UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR W5.1.1.1 OF THE F5CR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR WbJ.1. <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 SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CALK AW � <br />w <br />r � Suave Rae au us <br />cru <br />.ueo MASS <br />4 <br />2B GAS LINE THRU BLOCK <br />w•.r.r <br />—2X4 SPF 24' O.C. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRrjW <br />PER STRUCTURAL DETAILS <br />PRE-ENG WO. TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/e' GYPffi)M BOARD OR 112' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT-4-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0- FIN. FLRr� <br />m' <br />,a <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE- <br />12 <br />� <br />_. _ 6ALV. ereeL--_-�• -sy OTT AD node <br />Pea8T VaRTICAL TRACK OTFIlIe! <br />8T MYi. <br />FAGTa/Cp TO RCd9 <br />TRACK DRACIR» <br />tw PROP= <br />AP"FOVAL POW <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />F15ERGLAS6 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Cm <br />_ 0'-0' FIN. FILM <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <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 SCALE: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR S05.1.1.1 OF THE F5CR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />.1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />64 <br />c <br />sysazv. ae LJoT: <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT# <br />04181.000-14111 <br />MODEL: <br />3EAB <br />"1504— ALLEX" <br />GARAGE STATING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH AC <br />p3 <br />DA 05/25/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />