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2X4 TOP PLATE <br />PRE-FA6 TRUSS <br />V2' CLG BOARD <br />V2' DRYWALL — <br />SECURE BT. — <br />PLATE TO SLAB <br />IW 10d MASONRY <br />NAIL 6 32. O.C. <br />MAX <br />C-0' <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024, <br />010. <br />p:UVO :ry <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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D� SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />A& PER FBCR SMJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUS6 <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 />15/6' GYP8UP1 EN <br />OR I/2' HKsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ (I)- 9 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />SEE ENEMY CODE FORM <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />--R-4.1 INSULATION <br />L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />T : SPECIFICATIONS <br />r <br />REFERENCE <br />STRUCTURAL <br />bB2 P.T. PUPW1NG — <br />STRPS 6 24' O.G. <br />6' cm <br />V!' GYP. W.. W.- <br />WOOD BADE — <br />0'-O' FIN. FLFL L <br />a <br />a. <br />,a <br />• 4 <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHNGLES <br />WITH UNDERLAYMENT <br />A& PER FBCR 90511. <br />ROOF 6HEAT14NO <br />THICIU4E66 AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />h-� ���TN <br />PRE -ENS TRUSS <br />MTL. DRP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />Ul ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.19 <br />AND 16095.1. <br />B TYP. 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'-I'-0, 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 ASTM D226 <br />TYPE II OR ASTM 040613 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />r aNl <br />M PM am LM <br />.Mn. <br />. <br />26 GAS LINE THRU BLACK <br />_.— <br />FIBERGLASS 6HINGLES <br />UUTH UNDERLAYMENT <br />AS PER FBCR W511 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IUALL SHEATHING <br />THICIQJE&S AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET 6NI <br />PRE-ENG. GABLE TRUSS <br />UEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT--t— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />6CI RJ <br />9' <br />VYr.Am2rat- <br />PowmaO CR70rt <br />FLA6"Ia APRONNC?LT TO <br />RL <br />r:ASOWY <br />PRCOOOT =Z � <br />APPROVAL Ina <br />ST HA:P. <br />NaT!® TO Roo4 <br />N PROW= <br />APPROVAL RW. <br />CDR[R MEAD <br />r Gn <br />eTwsac+ueAL rae <br />:�irawcoar <br />:.6 P.T. aG <br />ATTACIIND TO FILL <br />CiL A6 FIMIt <br />APPROVAL II. <br />aEALAW I <br />\AOaR Roo <br />a GARAGE DOOR JAMBS <br />01 SCALE:11/2'•I'-0' <br />�2X4 SPF 24' O.C. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x ELOCKING BETWEEN TRUS6ES <br />--PER STRUCTURAL DETAILS-- <br />6TIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD. TRU66 <br />CONT.2x RAT SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENEIGY CODE FOR" 16 FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/6' GYPSUM BOARD OR 1/2' <br />HnH STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1EFERENCE <br />STRUCTURAL <br />44 P.T. FURRING <br />&TRIPE NO 24' O.G. <br />1/2' GYP. U.. BD. <br />WOOD BASE <br />FIBERGLASS SWINGLEb <br />WTW UNDERLAYMENT <br />AS PER FEICR SM.11 <br />ROOF SHEATHING <br />TH =01ESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />U:ALL SHEATHING <br />T14IC30686 AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET 6NI. <br />PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />_ 0 0'-0' FIN. FLR <br />.. <br />° <br />ROOF SHEATHING THICKNESS IS <br />U4' <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 4C 1TH EDITION, SECTION R301.1.3 <br />AND 16085.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'0-10' 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 ASTM 0226 <br />TYPE 11 OR ASTM D486S TYPE III C E <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdes*tgroup.com <br />N: 00033251 <br />r� <br />!h} <br />Nt- <br />aS <br />d <br />p <br />a <br />e~f <br />1pQpyy <br />Ip1pNN�� <br />88QQQ <br />yypgpl1 <br />�A�yI <br />6 <br />ounDiv. at LOT. <br />ABBOTT PARK <br />LOT #44 <br />BLK 7 <br />PMOJWT/ <br />04181.000-44071 <br />mo X.I <br />E401 <br />"2828-ENSLEY' <br />GARAOR DWDFO: <br />LEFT <br />PALM: <br />DETAILS <br />160 MPH Ed C <br />