Laserfiche WebLink
2X4 TOP PLATE <br />PLAN <br />7 PRE -FRB TRUSS <br />W'CLG. BOARD <br />V2' DRYWALL R • i <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL A 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />OG <br />rvVIL: AIUL..V 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 16' OL. 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 S05.11 <br />ROOF SHEATHING, <br />THICKNESS AS PER <br />SHEET ONI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS 7 f7= <br />MTL. DRIP EDGE <br />2. FASCIA PER—/ A <br />'-0' <br />ELEVATIONS TYP. <br />oN. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRL L <br />—mar <br />�35AY opt <br />Ill' DRYWALL --"' <br />ALL we, TOP <br />C 4AN.IEL (25 <br />GA.) <br />COPPER DEAD <br />V21 T11m 2 COAT S• CtY AEE <br />PI.. & STIMCTURAL FOR <br />PLASTER APRR?D <br />1/2' DRYWALL <br />Plommr To KST�OIRCB,Nr <br />rtASC�AtT <br />PACIMD <br />3 5/5' OR 5 3/5' METAL STUDS <br />AT TO ALL <br />24' O.G. 20 GA METAL TO BE <br />CELJ. AS PER <br />INSTALLED IN WALLS <br />AFf9WOT <br />REG <br />RECEIVING UPPER/ LOWER 3 5/8' OR 5 <br />CA" mm <br />�u <br />CA15MTO AND TUB/SHOWER 25 3/8, BO•n'OM <br />DACKM ICD <br />GA METAL TO BE INSTALLED CWAFINEL (25 <br />WFATWIN STRIP <br />IN ALL OTHER WALLS. STUDSL1! <br />SECURED <br />GA.TO <br />MaLDN6 ALL <br />BE SPACED IS' Oa AT 2ND TO CQNG <br />rPAC RAM H0R—w <br />D wwFJ <br />FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' <br />ceu <br />TRACK DleagQTS <br />STAIR WELLS AND BATHROOM PAP A TO <br />y'�TI'•04eD- <br />TRACKED To <br />WALLS W/ TILE FINISH WOOD FLOOR <br />W/ V4' WOOD <br />ruoo s+Re <br />RGOD JAMB FM <br />TTROOICT eiALV. ATEEL ar>gs�o 000R <br />APTR9vAt REGL T r D7 Or1EllS <br />WOOD BASEBOARD SCREW <br />BY PIAL D TVIRMAL OR« <br />DT MAIF. <br />Roar <br />iRAOC LILT <br />DEm <br />FWTPVRovAL <br />A REO. <br />FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />28 GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />SCALE: 1I/2',I'-0' <br />1A METAL STUDS NON-BRG. <br />D 1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR W5.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />OA <br />5/V GYPSUM BOARD- <br />FASTENER SCHEDULE <br />OR 1/2' INIGH <br />STRENGTH CLG. <br />BOARD <br />I <br />STRUCTURAL <br />SEE ENERGY CODE FOR -IS Fez <br />PRE -ENS TRiU88 <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS —Tra <br />R=FE�E <br />STRUCTURAL <br />lx2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />g• CMl CEMENT PLASTER APPLIED <br />I/2' GYP. WL. BD.DIRECTLY TO MASONRY <br />� <br />WOOD BASE <br />L�"1 W/ WINDOW OPENING <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />/n1 TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />4 1-STORY HIP BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE: 3/4••r-O' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF A5TM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />UNDERLAYMENT SECURE W/ (V 12d NAILS AS PER FBCR WSJ.. <br />AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKNG BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNLSECURED PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MA PRE-EW3 WID• TRUSS AX. 2x FASCIA PER <br />ELEVATIONS o. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING STRUCTURAL <br />2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUGIURAL DETAILS / WALL SHEATHING <br />SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SN1. SECURE PER <br />ON SHEET 9NI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG, GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' ON SPIFFY SNI. <br />WISH STRENGTH CLG. BOARD PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />PRINCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24'Or_. <br />1/2' THICK 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT ,cm <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR FIN. FLR. <br />B' cm <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° a 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r511-STORY GABLE 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 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />p!r_ <br />1: L. <br />IS N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />a <br />rq <br />1MMC <br />ti <br />SU BDIV. de LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE #4C <br />PURoJECT# <br />04181.04C-08121 <br />MODIM <br />4EBB <br />"1828-CALL" <br />GARAGE BVWG: <br />LEFT <br />PAOE: <br />DETAILS <br />160 MPH E <br />n <br />lir_: .• Tt <br />DATE <br />12/07/21 <br />scALE: 1/4"=1'-O" <br />81-MET <br />D1 <br />