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7774 Broad Pointe Dr
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7774 Broad Pointe Dr
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Last modified
3/21/2025 12:41:58 AM
Creation date
2/24/2025 10:03:56 AM
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Building Plans
Street #
7774
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
22775
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�R.�mr��A 2X4 TOP PLATE <br />FE T <br />PRE -NAB TRUSS <br />14' mr BOARRD <br />W. DRYWN.L <br />SEOIRE ST. — <br />KATE TO SLAB <br />W/ Wd MASONRY <br />HALL. a 32' OL. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />OZ. <br />O 1 ULWO IN <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />IMS AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />% )TYP. INT. WALL ( NON— BRG. ) <br />Dl SCALE, 3/4'04V <br />FIBERGLASS 614NGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RI08.1.1 <br />ON J. 0.6D. 6HEATHNG <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <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 MA60N RY <br />1'-0. <br />TYP. <br />ON. <br />,b/8' GYPSUM d <br />OR 1/2' WI&4 <br />STRENGTH CLG. <br />BOARD <br />b' DIA SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <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'-1'-0' <br />ENERGY CODE FORMS <br />ATfON R-VALUES <br />!RENCE STRUCTURAL <br />I ---R-4.1 NSULATION <br />L WINDOW ATTACHMENT <br />AS PER (MANUFACTURES <br />r— SPECIFICATIONS <br />I r <br />REFERENCE <br />/ STRUCTURAL <br />6d P.T. PURRING — <br />STRPS • 24' Or— <br />v cm <br />— <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RIObA <br />ON 1}' 0.618. SHEATHING <br />ORCDX PLYWOOD <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 />wo ssu <br />LM <br />t r•.c sLass raw w Llai <br />as <br />N' OTT.Ia. aD. <br />mm aw <br />/2-B-*N GAS LINE THRU BLOCK <br />V7 .Y• <br />FIBERGLASS 64INGLES <br />OVER W PELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSOb.I.I ON I}' 0.6JL <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />PRE-EWK GABLE TRUSS <br />WEEP AGREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />I/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-0. <br />TYP. <br />=Elm4�� <br />i�4�i00�iT�Ooivi�i�i���4�i;: <br />MKT CT <br />`wnaaw cools <br />M"WVM. � rtlltlCAL TRACK , r rri by cmewa <br />s GARAGE DOOR JAMBS <br />D7 50—ALE:11/2'.I'-0' <br />2x BLOCKING BETWEEN TRUSGE8 <br />PER STRUCTURAL DETAILS <br />PIBERGLASS 614INGLE6 <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RI0b11 ON J' O.Sa. <br />STIFPBACK AT ALL UP C%1476 6FEATHNG OR I' CDX <br />PER 6TPl CTURAL DETAILS PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />PRE-�' �' TRUE& TYP. MTL. DRIP EDGE <br />oH. 2 <br />PER ELEVATION x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUNSECURED PER <br />STRUCTURAL DETAILS J/ VENTED SOFFIT <br />SEE ENERGY CODE FORMS POR <br />INSULATION R-VALUES yPRE-ENO. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/6' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HI&4 STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK 2 COAT <br />WNDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. PURRNG <br />STRIPS • 24' OG. <br />1/2' GYP. WL. SO, CNLLJ <br />�— WOOD BASE <br />0'-0' FIN FLR L li 01-0' FIN FLR 0'-0' FIN FLR 0'-C' FIN. FLR <br />— <br />e &• CMU e <br />.'a <br />n W/ WINDOW OPENING B TYP. WALL SECTION i W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE, NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:@, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />.� SCALE, 3/4•.I'-C' 18 REQUIRED. FOR ROOF SLOPES <br />OF 4m12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486S TYPE Iv, OR ASTM D <br />6151 <br />5 1—STORY GABLE BLOCK WALL <br />.) SCALE, 3/4'.I'.0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosoWoup.com <br />AA A: 0003328 <br />'c <br />r <br />N <br />MMOIN <br />aUMIV. at LOTL <br />ABBOTT PARK <br />LOT #31 <br />BLK. #8 <br />PRO"MT <br />04 00- 3 <br />MOD=, <br />4EWB <br />"1499-F'REEPORT" <br />a awlx0: <br />LEFT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />
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