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2X4 TOP PLATE <br />r'Laly Y <br />PRE -FAD TRUSS <br />I/2' CLG. BOARD <br />IF2' DRYWALL ­,_ T'h- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Imd MASONRY <br />NAIL 6 32' O.C. <br />MAX <br />FIN PLR <br />2X4 WOOD <br />STUDS 624' <br />O.C. <br />SLAB <br />NW I C: a 1 ULJ.7 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a)TYP. INT. WALL ( NON-BRG. ) <br />D1 SCALE: 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9 SJJ. <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 />5/8' GYPSUM BR <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />-35/8'OR5 <br />In' DRYWALL 3/8, TOP <br />CHANNEL (25 <br />GA) <br />1/2' DRYWALL <br />3 5/6' OR 5 3/8' METAL STUDS <br />O 24' .C. 20 GA METAL TO DE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LCWER <br />3 5/8, OR 5 <br />CABINETS AND TUEHSNOIIER 25 <br />3/8, BOTTOM <br />GA. METAL TO BE INSTALLED <br />C 4ANNEL (25 <br />N ALL OTHER WALLS. STUDS <br />GAJ SECURED <br />TO DE SPACED 16' O.C. AT 7ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR IW/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />UV 1/4' WOOD <br />WOOD BASEBOARDS <br />SCREW <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />_�—R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />r <br />/REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRJ,,, <br />a° <br />a <br />a <br />° 4 <br />n W/ WINDOW OPENING <br />-FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />(q)METAL STUDS (NON-BRG.) <br />D1 SCALE, 3/4'.P-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WWI. <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 />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160SB.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 />D1 SCALE: 3/4'.1'-V UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR WD.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 64 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />RC&LOMPOI!o LM <br />aTu <br />' STIR aL. sa <br />Poo BAN <br />2B GAS LINE THRU BLACK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU — <br />Fli <br />Vl' TMICL 2 COAT - <br />R."TRIIO CI om <br />Olpacm TO <br />14601,11w TO <br />�Ne�eor6er <br />OALV. 6TER — <br />TRACIC DRACKET <br />FASTINM TO <br />wow J" R4R <br />APPROVAL <br />AI•FROVAL RCO, <br />DY P7AV. 'r VuIsl <br />FAST1100 TO RCCT <br />TRACK DRAOC" <br />uV IY1006CT <br />APPROVAL PRO. <br />COPO4R DEAD <br />P Rh SEE <br />6TPLEMPAL FOR <br />IS6PCOU6Mr <br />ar P.T. uD <br />ATTACHED TO FILL <br />CELL AS MIR <br />APPROVAL RM <br />SEALANT <br />DACKM Roo <br />B"THM 6TRr <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-O' <br />_2X4 SPF 24' O.C. MAX - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RJN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.C. <br />1/2' GYP. ILL. BD. - <br />WOOD BASE— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I.I. <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 ON]. <br />PRE-ENG.GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />7.17 <br />. FIN. FLR. <br />a <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a• NTH EDITION, SECTION R30I.13 <br />AND 160S.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />`L L' 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'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 64 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774$078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA 8: 0003326 <br />w <br />a <br />IN <br />IA <br />BUDDIV.BBOTT PARK <br />LOT #13 <br />BLK. #9 <br />PROJECT* <br />04181.000-13091 <br />MODEI.c <br />4EBB <br />"1828-CALI" <br />GARAGE OWING, <br />LEFT <br />PAGE: <br />DETAILS <br />16 PH EA C <br />