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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />1/i' CLG. BOARD <br />1/2' DRYWALL <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL a 32' OG. <br />MAX <br />0.-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />SLAB <br />v✓ i r-: a: u✓a nv <br />OARTITIONS SUPPORTING <br />IJALL HUNG PLUMBING <br />°IXTURES AND WALL <br />CABINETS SHALL BE NOT <br />_ESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.C. OR, NOT <br />_ESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />[�)TTYP. INT. WALL (NON- BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90DA. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS—/ <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' <br />3 5/8. OR 5 3/8' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WAILS <br />RECEIVING UPPER/ LOWER <br />CABINETS AND TUB/SHOWER 29 <br />Gd METAL TO BE INSTALLED <br />IN ALL OTHER WALLS. STUDS <br />TO BE SPACED 16' O.C. AT 2ND <br />FLOOR WALLS ADJACENT TO <br />STAIR WELLS AND BATHROOM <br />WALLS W/ TILE FINISH <br />WOOD BASEBOARD <br />3 9/8, OR 9 <br />3/8, TOP <br />CHANNEL (25 <br />GA.) <br />DRYWALL <br />3 5/8' OR 5 <br />3/8' BOTTOM <br />GA.) SECURED <br />TO CON(C <br />BOND BEAM - <br />FLOOR Wi 3/4' <br />SOLID GROUT <br />PAF 4 TO <br />W/ CI)- "5 <br />WOOD FLOOR <br />W/ VWWOOD <br />( <br />2) COURSE <br />SCREW <br />5' PIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />`FINISH FLOOR <br />1-STORY TYP. INT. WALL _zA_ PIPE THROUGH BOND BEAM <br />1A METAL STUDS NON-BRG. D� SCALE:3/4'=r-0• <br />D 1 SCALE. 3/4'.I'-0' <br />5/S' GYPSUM BOARD <br />OR 1/2, NIGH <br />STRENGTH CLG. <br />,��,JL PER ELEVATION <br />BOARD <br />Aguflf SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SP <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' Or- <br />a, CMU <br />1/2' GYP. WL. <br />,r- WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905A. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 -y FIN. FLRj - a _ 0'-0' FIN. FLR <br />c <br />m <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />"ITH EDITION, SECTION R301.1.3 <br />AND 160S.5.1. <br />/-1 W/ WINDOW OPENING BTYP. 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.r-0' — UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 "ITH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES - <br />WITH UNDERLAYMENT <br />AS PER FBCR 909.1.1. <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 5NI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-.J-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />H' CMU <br />9' <br />ewax Axo SEAL <br />I �-aw Lea <br />A• PVC eLera row aAe Lea <br />av <br />N• atT. tll. ED. <br />axwD aAr <br />ro' <br />26 GAS LINE THRU BLOCK <br />.--2X4 SPF 24' O.G. MAX. - <br />SECURE W/ (2) 12d NAILS <br />a EA. END <br />2x BLOCKING BETWEEN TRUE <br />-PER STRUCTURAL DETAIL <br />STIFFSACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS - <br />CONT. 2x RAT RAM! SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION -R- VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2. <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />=oilR.�4I�!.aw.,w <br />twwww.:.11m11m <br />STM <br />REQ V Rf(CAL nxacPc `-OVEWEAD DOOR <br />DY MAI/. I ST 0"4M <br />K"TQED TO ARK <br />TRACK SRACKM R XM <br />uv PRODuOT <br />APPROVAL REQ. <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-O' <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 />WALLSHEATHING <br />THICKNESS AS PER <br />SHEET SM. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Ix2 P.T. RARRNG <br />STRIPS a 24' O.C. <br />I/2' GYP. ILL. BD. <br />8' CMU <br />WOOD BASE <br />AI 0'-0' FIN. PLR <br />a <br />ROOF SHEATHING THICKNESS 15 <br />- <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.19 <br />AND 160S.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" NO OPENING <br />NOTE: <br />5 1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR WS.1.1.1 OF THE FBCR <br />2020 7TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />r <br />m <br />C <br />W <br />10 <br />aysaly ao LOT: <br />ABBOTT PARK <br />OT#18 BLK#1 <br />PHASE 4B <br />PROJECT# <br />04181.04B-18131 <br />MODEL: <br />3EAB <br />"1504- ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />F'l . <br />77 <br />D q�E:: 10/28/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />