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6645 Back Forty Lp
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Last modified
2/24/2025 2:48:21 PM
Creation date
2/18/2025 4:36:28 PM
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Building Plans
Street #
6645
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6453
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', i <br />I NOTE: FINISHED1 <br />WALLS TO BE <br />TILE <br />t---.� <br />n fl <br />I FLUSH. VERIFY IN I I <br />A <br />S3 <br />4'-0" <br />o <br />- <br />II 11 <br />FIELD. I I <br />I <br />OPT. D OPT. <br />11 1 I <br />I I I <br />TYP @ 1 STORY <br />I <br />I = knl <br />I i� l <br />I I I <br />-- ---- - <br />(3) 2x4 #2 SPF w/ RGLASS <br />RGLA <br />DTT2Z @BASE SURROUND <br />0 <br />TP <br />x Ulw <br />I <br />p <br />1IIII <br />R&S <br />-U <br />� <br />I <br />-- ------ - <br />HANSON <br />60"x36" <br />BOX @ 36"3A.F.F. <br />SSHOWERN <br />N <br />IIIIIIII <br />I c8owr I <br />4 <br />I <br />DRYER VENT <br />EDGE OF SLAB 2" <br />pIIIII1I <br />1 1 1 <br />2868 <br />5-31" 8,13'- 10" <br />THRU ROOF <br />BEYOND WALL <br />1 o <br />Lh <br />1T 8 <br />7_pl <br />20-1 <br />,1 - 1 <br />-10 3-0 <br />N <br />II <br />�a3 <br />CAR GAHK MAULcMw <br />II <br />cr2 <br />- _.- <br />_ <br />Ala <br />W.I.C.OSATOWNER <br />8'-0" CLG. <br />S SUITE <br />81.01CLG. <br />s'-o" CLG. <br />BUILDER TO PROVIDE <br />IIII <br />IIl <br />ITB <br />8'-0" CLG. <br />TILE <br />CARPET <br />21_VI <br />APPLIANCE PROTECTION <br />I I <br />I <br />CARPET <br />O WHEN REQUIRED PER FBC <br />I I <br />I <br />K TYP @ <br />GARAGE <br />LINE <br />W H VERIFY LOCATION <br />iv ELECTRICAL PANEL <br />L____________ <br />I <br />S4 OPENING <br />6"DP°' <br />----------- <br />I <br />R&S <br />1111 1111 11 1111111 111 <br />Z <br />co <br />11 172:9=1 <br />I I I I I I I I ill <br />1*111111111111 <br />111 1i7r7rT=i <br />I IF 1111 <br />17=1 <br />1*11111111 <br />11 1 1 1 10111111111 111 <br />1% 00 <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />11 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X,2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 1 <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62} <br />S.H. <br />16 <br />20 X 72 <br />184 X 71 } <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />271 /4 X 38 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 X 50 <br />26 x <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 371 <br />S.H. <br />34 <br />54 X 50 J <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 } <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Bl <br />SCALE: %4"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET OH SEE SN SHEET <br />'j 40 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113111 <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTAL AREA 2376 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Q11"i <br />N <br />N <br />c•D <br />0 <br />Z <br />d J , <br />W <br />C f0 C1 N <br />m <br />_ C V_ <br />w cc C- -I- <br />C-4 <br />N .p � <br />N 41 O tO <br />Q N <br />V <br />o := 4 <br />ym sr <br />E <br />� o <br />a � <br />cM <br />0 <br />Ln <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />E <br />g g8 <br />Lo <br />0 <br />co <br />0 <br />n� <br />M <br />M <br />ll <br />J <br />LL <br />U_ <br />� <br />LU <br />n <br />_ <br />gco <br />W <br />0 <br />m W. <br />! <br />_ <br />ILW <br />N Z <br />ZS 04 <br />04 <br />Q <br />Z <br />N OU <br />0 <br />G ry <br />z <br />s <br />Q <br />J <br />a 7 <br />N <br />Z M <br />Cz <br />4-1 <br />�U <br />O <br />w s <br />V) <br />�NCO <br />CO <br />w � <br />s t <br />z <br />� <br />c Ch <br />�0 <br />to <br />< <br />z <br />__J � <br />z� <br />gs <br />� U <br />w? <br />oa <br />M <br />E <br />4s� <br />¢a <br />VO <br />au <br />a4 <br />z <br />N <br />a c <br />ao <br />m0 <br />o� <br />z <br />z <br />M J <br />wm <br />a <br />N <br /><°b <br />w <br />LL <br />Z <br />Zo <br />5z <br />° <br />nw <br />W <br />p <br />m <br />f <br />o <br />z <br />F �_ <br />0 <br />>� <br />J <br />Y / <br />Ul <br />o� <br />0 <br />J OO <br />o <br />O <br />m <br />� m <br />0' <br />Ln <br />U_ M <br />o <br />ca <br />m N <br />NLO _ <br />LO <br />T- <br />(D M <br />T <br />E <br />c <br />z <br />M <br />z <br />E O <br />to <br />a <br />E <br />U <br />a; <br />¢ p <br />JOB <br />NO : <br />23-04908 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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