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're� 1� 2X4 TOP PLATE <br />PLsw Y <br />PRE-FAB TRUSS <br />1/2, CLG. BOARP—/"" <br />1/2' DRYWALL <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Vol MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS G24' <br />OL. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />;MS AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2xb, WHEN <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL(NON—BRIG.) <br />p SCALE. 3/4' • I'-C' <br />AS PER POOR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />I'-0' <br />TYP. <br />O.H. <br />5/6 GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />`35/8. OR5 <br />1/2' DRYWALL 3/6' TOP <br />CHANNEL l25 <br />GAJ <br />1/2' DRYWALL <br />3 5/8' OR 5 3/6' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5ro' OR 5 <br />CABINETS AND TUB/8HOEER 25 <br />3/8' BOTTOM <br />GA. METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />G.4) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP A TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />WOOD BASEBOARD— <br />SCREW <br />ENERGY CODE FORMS <br />- —R-4.1 INSULATION <br />Z_/� WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS G 24. O.C. <br />a, Cm <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRh <br />ti <br />/1 W/ WINDOW OPENING <br />n <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D1 BCALE, 3/4'"I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'"I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />"GYI Lm <br />2B_ GAS LINE THRU BLOCK <br />HIC,IL6 N•.r♦ <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />9' <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THIC004ESS 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 />1/2' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,I <br />8' CMU <br />W T HIM 2 COAT - <br />lYMILAlO CWInor <br />PI..A,STER AITLIED <br />DIIIRCTLY TO <br />weSCIRW <br />GALV. SDxL— <br />REo. VERTICAL TRAM <br />BY Mar. <br />PASTEtm TO <br />TRACK MRAC ETS <br />Iw PRO= <br />APPROVAL REO. <br />MOM READ <br />r CMI m <br />STIRICUPAL NOR <br />Ien+Olr-erlmtr <br />2.6 F.T. 110 <br />ATTACHED TO FILL <br />CELL AS I'ER <br />neODucr <br />APPIq•AL IIEW <br />SEALANT. <br />RAGTrER ROD <br />WATNCII STIW <br />HOLLD►IO ALL <br />AICUC (BY <br />DOOR MAMPJ <br />BY otNERS <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />i-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 UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER <br />-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />kPER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS a 24' O.C. <br />1/2'GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />f <br />_0-0' FIN. FLR <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />61 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'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE it OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />/i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH:407-77 W'S <br />FAX: 407-774.4078 <br />www.abdesigng_up.com <br />AA #: 0003326 <br />w <br />m�m <br />a <br />t <br />£ <br />ONE <br />a <br />$ <br />o <br />a=V & LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #12 <br />PHASE #4C <br />PROJECT <br />04181.0411-05121 <br />MODELA <br />4EBB <br />"1828—CAU" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAA= 10/26/21 <br />DCAL.E: 1 /4"= l'-0" <br />SHEET <br />D1 <br />