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2X4 TOP PLATE <br />9 5/O' OR 5 <br />VT' DRYWALL 9/8' TOP <br />CHANNEL f28 <br />PRE-FAS TRIIBB GA.) <br />l/2' C a BpARp 1441 N. RONALD REAGAN BUD. <br />Cp�Rpt,Ap LONGWOOD, FL 32780 <br />V2' DRYWALLPH:IR' 1MICIG 2 COAT •. C!'U aH FAX: <br />407-774-40 8 <br />3 24' ORS 9 A METAL STUDS a PCR FAX: 407-7744078 <br />STUDSIN— 2a• OL. 20 GA METAL TO BE rL�Asr� aim <br />PARTITIONS SUPPORTING INSTALLED IN WALLS WORMY 10 www.abdesigngroup.eom <br />V2' DRYWALL RECEIVING UPPER/ LOWER MA11ONRY tP• P.T. rD AA #: 0003325 <br />WALL HUNG PLUMBING 3 &ro' opt S AITAuaO TO PILL <br />CABINETS AND TUB/SHOWER 25 $' DIA. SLEEVE, CM L AaPtR <br />3/S' BOTTOM <br />FIXTURES AND WALL "METAL TO BE INSTALLED CHANNEL (25 DO NOT CUT APPROARoouyµ Paw. <br />CABINETS SHALL BE NOT N ALL OTHER WALLS. STUDS GA.) SECURED RE5AR CA" AVIRLAL 6EA1.ANt e <br />LESS THAN 2x4, WHERE TO BE SPACED K' OC. AT 2ND CONC <br />FLOOR UTALLS ADJACENT TO FLOOR W/ 3/4, PIPE uA�naR aT�Rr <br />SECURE DT. 2X4 WOOD 1 PAP 4 TO w MouLGw ALL <br />PLATE TO BLAB STUDS •24' THAN 16' O.C. OR, NOT WALLS UL TILE FINISH <br />SPACED NOT MORE STAIR WELLS AND BATWROOWOOD FLOOR cO <br />BOND BEAM DO NOT CUT rt ere auar`a ewe a4e u• ae HUWi <br />pj <br />uv 10d MASONRY o,w LESS THAN 2x6, WHERE W/ V4' WOOD SOLID GROUT THE BOND cm eALv.•teeL <br />NAIL • 32' oC SPACED NOT MORE WOOD BASEBOARD SCREW W/ (1)- 5 BEAM m . TO <br />TO®T• <br />MAX Low 'I"AIN ATHAN 24' O.C. (2) COURSE REBARS �"` "v.a1@L o.uaaecoOR <br />. BLAB ..`' APTR7�AL POOLMY ATM TTRAOC ' OY 014 M <br />aLIDt <br />r"T �w�cx�la <br />FIN. FLR FN18N FLOOR APPROVALw MQ <br />1—STORY TYP. INT. WALL <br />�1TYP. INT. WALL (NON—BRG.) 1A METAL STUDS NON—BRG. 2A PIPE THROUGH BOND BEAM GAS LINE rxRU BLOCK s GARAGE DOOR JAMBS <br />D1 SCALE, 3/4'.1'-O' D1 SCALE. a/4'.I'-o' D1 SCALE: 3/4'-P-0' aaau vr•rr D� SCALE: 1 1/2'•I'-0' <br />a <br />FIBERGLASS SHINGLES <br />FIBERGLA88 SHINGLES <br />2X4 SPF 24' O.G. MAX. <br />WITH UNDERLAYMENT <br />UT14 UNDERLAYMENT <br />SECURE OY (2) 12d NAILS <br />AS PER POOR 905.1.E <br />#A <br />AS PER FEICR 905.1.E <br />• EA. END <br />ROOF SHEATHNG <br />}� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TgU6SES <br />THICKNESS AS PER <br />SHEET BNI. <br />FIBERGLASS SHINGLES <br />AS PER FBCR 905L1. <br />THICKWESS AS PER <br />PER STRUCTURAL. DETAIL <br />SECURED PER <br />WITH UNDERLAYMENT <br />AS PER PBGR 905.U. <br />ROOF BREATHNG <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />_ <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 8NE <br />THICIOE88 AS PER <br />SECURED PER <br />STIFFBACiG AT ALL UPRIGHTS <br />SHEET BNI. SECURED <br />5/8, GYPBUI BOA <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />OR I/2' HIGH <br />g <br />9• <br />SCHEDULE <br />STRENGTH CLG. <br />2x FASCIA PER MAx <br />I°�-EWs UD. TRUSS <br />Ax. 2x FASCIA PER <br />BOARD <br />ELEVATIONS o. <br />ELEVATIONS <br />O'ToSTET- <br />REFERENCE <br />PER ELEVATION <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRUSS INSULATION R-VALUES- TRUSS WALL SHEATHING STRUCTURAL DETAILS <br />REFERENCE STRUCTURAL THIGKNE86 A8 PER SEE ENERsY CODE FORMS fOR WALL BREATHING <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET 8N1. SECURE PER INSULATION CODE F THICKNESS AS PER <br />e, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SWEET BNL SECURE PER <br />2x FASCIA PER TY 2x FASCIA PER ON SHEET 6N1 FASTENER SCHEDULE <br />ELEVATION& ON SWEET BNI. <br />ON. ELEVATIONS MIE TRUSS S/V GYPSUM BOARD OR 1/2' <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE WEEP $CRE DE HKaH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT DEEP SCREED <br />SPECIFICATIONS <br />PER MANUFACTURES 7x P.T. SECURED PER <br />BPEGIFICATIONB STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 NSULATION STRUCTURAL DETAILS <br />REFERENCE WNDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURER SPECIFICATIONS <br />RM <br />HENCE <br />IX2 P.T. FURRING STRUCTURAL <br />STRIPS • 24' O:G. e <br />1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRNG <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' OG. <br />1/2' THICK 2 COAT PORTLAND - &, cmCEMENT <br />TO MASONRY 1/2 THICK 2 COAT I/2' GYP. Ilk. ESD. B, GHU <br />V , GYP. WL. BD. WOOD BABE <br />CEMENt PLASTER APPLIED � PORTLAND CEMENT <br />DIRECTLY TO MASONRY llk== BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ — _ 0'-0' FM. FILM. C.-0' FN. FLR,I < _ 0'-0' FIN. FLR <br />., • ROOF SHEATHING THICKNESS IS <br />ti . , ROOF SHEATHING THICKNESS IS <br />>ain DIN. Da M. <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />PROJMTIP <br />04 8 .000-42 7 <br />MODELI <br />3EEB <br />"2260—ELSTON" <br />GAR.AGZ swam: <br />LEFT <br />PAOIM <br />DETAILS <br />(SHINGLE) <br />160 MPH E C <br />• <br />W/ WINDOW OPENING <br />ENGINEERED PER ASCE 1-lb IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16055.1. <br />sTYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />•4' <br />4 <br />ti W/ WINDOW OPENING <br />ENGINEERED PER ASCE 1-16 IN <br />,. ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160"A. o <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />s <br />qq <br />Q21 <br />(2)1—STORY HIP <br />D1 ALE, 3/4'.I'-C' <br />BLOCK WALL <br />METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />5 1—STORY <br />D1 <br />GABLE BLOCK WALL <br />SCALE. 3/4'.r-o' <br />METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />A. <br />WO 93723 <br />2020 1TH EDITION IS 04 WHICH USES <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTMI D486S TYPE III <br />pATM 09/21/21 <br />OR TYPE IV UNDERLAYMENT. <br />OR TYPE IV UNDERLAYMENT. <br />acAlM 1/4'=1'-0" <br />amwom <br />D1 <br />