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2X4 TOP PLATE <br />AN <br />PRE-FAB TRUES cORKR MEAD • <br />' THICK, 2 COAT s• cm m <br />1/2' CLG. BOARD NPLAs�TTV.AP�PL�IED sTR1cnIRAL MR <br />DIImCTLY To REsrOlr <br />MAGMW gm* P.T. f <br />NOTE: STUDS IN CEIELLLL AAs AG TO RLL <br />PARTITIONS SUPPORTING PRODucT <br />APPIaovAL Imo. <br />1/2' DRYWALL WALL HUNG PLUMBING °i' ''w °fi''` a GEALANT <br />a noo 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL e' Nor WATHM STRIP LONGWOOD, FL32750 <br />N eCEEVE, <br />CABINETS SHALL BE NOT Do cur LK �� ro'w' PH: 407-774$078 <br />LESS THAN 2x4, WHERE RE r^ "� �"0101°"' DODRMADY FAX 407-774407a <br />aALv.atEEL <br />SPACED NOT MORE "" TwA� eRAc,�Ts www.abdesigngroup.com <br />SECURE ST. 2xa WOOD BOND BEAM NOT CUT w• o r. ai- p. PAeTE�1D To AA #: 0003325 <br />PLATE TO SLAB STUDS *24' THAN 16' O.G. OR, NOT ea.ID GdlOUT nE BOND SOD sAW ww dare PER eAL, eTeEL <br />O.C.LESS THAN 2 6 WHERE & (U- 4 BEAM �xT CVEp 1 DOOR <br />W/ 10d MASONRY x <br />NAIL • 32' oc. SPACED NOT MORE <br />MAXA THAN 24' O.C. <br />!2J GDUReE - REDARB <br />-- <br />... -. �., <br />vE <br />APPMWAL Imo. RncAL TRACK 1• n <br />BYTL on <br />TRACK Rom <br />TRACK droeAamTs <br />RO <br />er OTICRs <br />SLAB <br />PPR ALTREC, <br />PIPE THROUGH BOND BEAM <br />FIN. FLR <br />D eCALE.3rs'.r-m. <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />SCALE: I I/2' • I' -0' <br />TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'•I'-0' <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.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />o EA END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />SFIECKNEES AS PER <br />�a <br />Rim <br />03 <br />h <br />0 <br />RNI <br />FIBERGLASS SHINGLES A8 PER FBGR 90511 THICKNESS AS PER PER STRUCTURAL DETAILS <br />WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER <br />AS PER FSCR 905.1.1. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF 84-EATHING <br />SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8, GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER <br />SCHEDULE OR 1/2' HIGH a —PRE-ENG WD. TRUSS 1. <br />2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX AX. <br />BOARD —REFERENCE ELEVATIONS O. ELEVATIONS H <br />STRUCTURAL VENTED SOFFIT —1PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS PRE-ENG TRUSS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER Q <br />\\\ STRUCTURAL DETAILS <br />INSULATION R-VALUES THICKNE88 A8 PER WALL SHEATHING i <br />REFERENCE STRUCTURAL SHEET 8N1. SECURE PER THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES FOR <br />PER ELEVATION FASTENER SET ON FASTENERSWEET SCHEDULE SECURE PER <br />ON <br />2x FASCIA PER TYP. 2x FASCIA PER PER ELEVATION e�I <br />ELEVATIONS O}.I ELEVATIONS <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' ON SHEET ON). <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH StRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFAC�2x P.T. SECURED <br />SMCIIFICA IONS TURES STRUCTURAL DETIAIILS 2x PT SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />ERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS o 24' O.C. <br />ZYIx2 <br />1/2' THICK, 2 COAT PORTLAND <br />P.T. FURRING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS 0 74' OC. <br />1/2' <br />1/2' THICK, 2 COAT PORTLAND <br />TO MASONRY <br />THICK 2 COAT <br />1/2'GYP. WL. BD. <br />CEMENT PLASTER APPLIED <br />1/2'GYP. WL. BD. <br />F�ORDIRECTLY <br />CEMENT <br />WOOD BASE <br />, CMU <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />AS AR PPLIED <br />DIRECTLY TO MASONRY <br />W-W FIN. FLR, _ <br />° <br />— 0� W FIN. FLR <br />0'-0' FIN. FLR <br />� <br />0'-0' FIN. FLR <br />• <br />a <br />H' CMU <br />. e <br />a <br />. <br />ROOF SHEATHING THICKNESS IS <br />� <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />a <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />4' <br />1TN EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />Y <br />NO OPENING <br />NO OPENING <br />NOTE <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />rUBDIV. de LOT: <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECTp <br />04181.000-28071 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH <br />_�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF /6-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-& UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE ' <br />WITH FBCR S05.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 -ITH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226TYPE n1 ^ <br />II OR ASTM 0486S PE IV UNDERLAYMENT. III I OR TYPE IV UNDERLAYMENT. J <br />1 OR ASTM D486S TYPE <br />OR TYPE <br />NO <br />D � 06/14/21 <br />SCALE: 1/4"=1'—O" <br />skmET <br />D1 <br />