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2X4 TOP PLATE <br />_._ 3vTOR5 <br />PLAN Vi' DRYWALL 3/TOP <br />CHANNEL 125 1901w, <br />PRE-FAB TRUSS GA' C� BEAD <br />N' nIZOG 7 COAT D' cm m <br />1/2' CLCx BOARDT STRlC71RAL Fole <br />IR' DRYWALL <br />o9RCTLr TO <br />3 5/6' OR 5 9/6' METAL STUDS MAlD11Rr ATTTT'AC1ED TO FILL <br />NOTE: STUDS IN 24' OJc. 2® GA METAL TO BE 5' DIA. SLEEVE, CELL As "A <br />PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT SAL RZO. <br />•1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/6' OR 5 C'•+x "� OSA ceawoo 1441 N. RONALD RFACil1N BLVD <br />cABNETS AND TUB/SFIOWER 25 REBAR <br />FIXTURES AND WALL GA METAL TO BE INSTALLED 3/6' BOTTOM <br />CABINETS SHALL BE NOT N ALL OTHER WALLS. STUDS CHANNEL (25 PIPE ua r auLom A" LONGWOOD, 4- 0FL3750 <br />TO BE SPACED W' OG. AT 2ND GAJ SECURED ARCkM /�. PH: 407-7745078 <br />LESS THAN 2x4, WHERE TO CONC BOND BEAM O NOT CUT iFM MNNPoI.OYLK Dom PO".) FAX:407-774.4078 <br />FAIR W WALLS ADJACENT To av aALV. eTm <br />2x4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAF 4 O s/4 SOLID GROUT THE BONA H en � � FT N= TO is www.abdesigngroup.com <br />i n <br />SECURE BT. STUDS 424' THAN 16' O.G. OR, NOT (WOOD FLOOR _ r000 w WOW JAM Face B �P.com <br />PLATE TO SLAB WALLS W/ TILE FINISH W/ CI)- "5 BEAM AA #: 0003325 <br />or— THAN 2 Wi 1/4• WOOD (2) COURSE REBARS Fleoo ra oALV. eteeL OVER NI AD Oom 00 <br />Iw IOd MASONRY LESS x6, WHERE <br />NAIL • 32' Or- SPACED NOT MORE <br />MAXA THAN 24' O.C. <br />WDOD BASEBOARD SCREW <br />-- <br />AFTICVOL Ria V TRAM <br />by M^ B, onEp <br />e <br />o TO Roan <br />TRACK BIUCKEre <br />uv rRocn= <br />BLAB <br />AFTROVAL Ma <br />FIN. FLR <br />1-STORY TYP. INT. WALL <br />2A PIPE THROUGH BOND BEAM <br />2B- GAS UNE THRU BLACK <br />3 <br />GARAGE DOOR JAMBS <br />D1 SCALE:3/4'•I'-0• <br />.cn� vr.rr <br />(a)TYP. INT. WALL NON-BRG. <br />1A METAL STUDS (NON-BRG.) <br />D1 <br />LE: •I'-0' <br />D 1 SCALE: 3/4' • I' -ID' <br />D 1 SCALE: 3/4' • I'-m' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.G. MAX <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOC?GNG BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.11. <br />ROOF SHEATHING HEET <br />SWEETdSNI AS PER <br />SSNI <br />MEN <br />4 <br />FIBERGLASS SHINGLES THICKNESS AB PER <br />WITH UNDERLAYMENT AS PER FBCR SMA. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS <br />1. ROOF SHEATHING <br />AS PER FBCR w51SECURED PER <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />THICKNESS AS PER SHEET SECURED STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED FAPER PER STRUCTURAL DETAILS <br />PER FASTENER 5/6' GYPSUM BOAR FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE STRENGTH <br />HIGH 5 —PRE-ENG WD. TRUSS 0' 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER Max Ax. N <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS W <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRIGS WALL SHEATHING CITCTDETAILSURAL 2TRIA! SERED PER Q <br />INSULATION R-VALUES THICK9 <br />NESS AS PER / WALL SHEATHING i <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER <br />1'-m' ON SHEET SNI FASTENER SCHEDULE <br />2x FASCIA PER TYP. 2x FASCIA PER <br />ELEVATIONS O,H, ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE -EN A. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS / SPECCITURFS 2x P.T. SECURED IFICATION& STRUCTURAL DETAILS 2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />-IREFEROCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O:C. <br />1/1' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />6' CI'1U <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/1' THICK, 2 GOAT <br />1/2'GYP. WL.BD. <br />, CMU <br />CEMENT PLASTER APPLIED <br />I/2' GYP. WL. BD. <br />PORTLAND <br />WOOD BASE — <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />APPLIED <br />DIRECTLY TO MASONRY <br />m'-mFIN. FLR_ <br />_ <br />_ ®'-m' FIN. FLR <br />0'-0' FIN. FM <br />° _ <br />_ 0'-0' FIN. FLR <br />° <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />„ <br />ACCORDANCE WITH FBCR 2020 <br />4 <br />NTH EDITION, SECTION R301.13 <br />4° <br />ITH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />AND 1605.5.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />" <br />NO OPENING <br />�- <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />BUBDIV. ae LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04B-14131 <br />MODELA <br />3EFB <br />"2447-ROBIE" <br />GARAGE OWING - <br />RIGHT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4,•I,-m, UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 M93M <br />TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE IIIOR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />DPauftATE: 10/28/21 <br />EICALM-1/4" = 1'-0" <br />SHEET <br />D1 <br />