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8046 Broad Pointe Dr
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8046 Broad Pointe Dr
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Last modified
3/21/2025 3:12:34 AM
Creation date
2/24/2025 10:06:23 AM
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Building Plans
Street #
8046
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
22546
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2X4 TOP PLATE <br />MR Put "6 <br />PRE -FAD TRUSS <br />I, CLG BOARD <br />V2- DRYWALL <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024, <br />oc <br />SLAS <br />NOTE: STUDS 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' O.C. OR, NOT <br />LESS THAN 2xb, 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 />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5J.1 <br />ON &' O.S2k SHEATHING <br />OR J. COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1,-0. <br />TYP. <br />OA <br />$/8- GYPSUM Bf <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'=I'-V <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.Ll <br />ON 0AB. SHEATHING <br />OR } COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />uux re Ge.¢ <br />eeoa rcw ars LG! <br />a <br />26 GAS LINE THRU BLOCK <br />GC.uW, vY.r•r <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSM.1.1 ON a' OAML <br />SHEATHING OR k C )X <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />PRE-ENG TRUSS <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT I STRUCTURAL DETAILS <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />IR' THICK, 2 COAT PORTLAND <br />1/2' THICK, 2 COAT PORTLAND B' CMu CEMENT PLASTER APPLIED <br />CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY IR' THICK, 2 COAT <br />PORTLAND CEMENT <br />DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLIP _ _ 0'-01 FIN. FLR <br />a . <br />a <br />4� <br />n W/ WINDOW OPENING n TYR WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE. 3/4 •r-o' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6'15l <br />I'-0' <br />TYR <br />OH. <br />A� "� <br />r`oao oaaw <br />.MnnanL rEwri... r*IO[ en aa4aGe <br />A NAR eLIM.ura® TO Romw mOoticy <br />A rwuer <br />�K <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805JJ ON j' O.Ss. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />ON. <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRU88 <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ SW GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />n W/ WINDOW OPENING <br />ti <br />R-4.1 INSULATION DIRECTLY TO MASONRY <br />WNIDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS o 24' O.G. lFl- Pr <br />1/2' GYP. WL. BD. CNIU <br />WOOD BASE <br />'-0' FIN. FLIP <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />.� SCALE, 3/4'.I'-E' <br />1441 N. RONALD REAGAN EIND. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.eom <br />AA 8: 0003325 <br />u <br />NU <br />W <br />a, <br />o <br />c <br />9umm Z LAT: <br />ABBOTT PARK <br />LOT #3 <br />BLK. #8 <br />P]ROJECTO <br />04181.000-03082 <br />]IQODEL: <br />4EBB <br />"1828-CALI" <br />AR.A0Z BVIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />V' <br />Dw� 11/25/19 <br />SCALE: 1/4"=1'—O" <br />SIMM <br />D1 <br />
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