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39812 Harvest Creek Ln
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39812 Harvest Creek Ln
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Last modified
2/26/2025 4:04:27 PM
Creation date
2/19/2025 2:41:17 PM
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Building Plans
Street #
39812
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1644
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AC PAD <br />TYP @ 1 STORY <br />.5. <br />CD O rn <br />CD E 00 <br />(D <br />LO <br />H. <br />A <br />S3 TYP @ 1 STORY <br />15-8g" <br />OWNER'S <br />SUITE <br />-100 <br />I 8'-0" CLG. <br />M I CARPET <br />(3) 2x4 #2 SPF <br />w/ DTT2Z <br />6'-3§ <br />0„ <br />4'-0"l <br />I <br />G I <br />0 <br />I <br />ICc <br />18" 1 <br />ici <br />CAFE <br />I <br />I <br />VAULT. CLG! <br />I <br />CARPET <br />I <br />I <br />I <br />2:12 SLOPE � <br />-' <br />I <br />I <br />I <br />I <br />I <br />CEILING <br />I <br />I <br />I <br />I <br />�b� <br />I <br />I <br />I <br />N <br />I <br />I <br />= <br />I <br />//L-------' <br />/ <br />r <br />/ <br />/ <br />C, <br />FAMILY RM <br />/ <br />/ 15' 88 VAULT CLG. <br />CARPET <br />I <br />/ <br />/ <br />w <br />a <br />VM <br />/ <br />oo <br />U <br />? <br />/ <br />�w <br />U <br />II <br />PI!FIBERGLASS <br />'1URROUND <br />2 Y-0,( <br />I ; <br />O <br />6 O M 60"x36" <br />-- <br />8'-0". CLG. SHOWER <br />2068 B.P.TILE 'T 1_ <br />LINEN C <br />- - <br />5-SH 0 <br />16" DEEP 00 <br />I <br />I <br />g _2" <br />; ir <br />W.I.0 <br />CD <br />AHU. <br />00 <br />N <br />8'-0" CLG. j <br />CARPET I <br />- - - - - - - - - - - <br />R&S <br />C-_1fir -- i I. . <br />j jr D.W. 1 <br />-- - --' <br />II <br />J <br />El UJI <br />II 3 , <br />Y, 2 Si <br />jf C''- I C <br />V-41 <br />J W -E'CE- <br />--) ,I6„ <br />TIL2 - 216, <br />L �Z <br />iv PANTRY a <br />EN 8'-0" CLG: =w <br />�w <br />r OPT, 1 -- (n° <br />- -FIEE 5-SH <br />16" DEEP <br />36" <�.F.F. - - - - - - <br />4'-8" <br />OPT. W OPT, D <br />LAU N <br />68 <br />8'-0 CLG. 2 <br />TILE <br />A <br />S3 TYP @ 1 STORY <br />O <br />25-SH <br />10'-4" <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />BERGLASS <br />JRROUND <br />�,r_Z1n <br />iV <br />11' <br />i <br />BEDROOM 2 <br />8'-0" CLG. <br />CARPET <br />2668 I �' I 2668� <br />�I <br />4068 B.F. <br />=li w 166 - RCS_ <br />--- - - - - - - - - - - ? <br />`~ R&S UnN 6' <br />-t---- t2068 <br />H AT T-4' P. <br />---�-------- -- <br />2x4 SPF w/DTT2Z FO ER TILE'- -- <br />w/ f� <br />( 6-101" 6, 8,. 9'-6" CLG. T-1 „ <br />K <br />33 <br />BUILDER TO PROVIDE <br />in <br />APPLIANCE <br />N <br />PROTECTION WHEN <br />W H <br />O� <br />REQUIRED PER FBC <br />2-6" <br />C`t cn <br />N <br />vl <br />60 <br />X 10 <br />9 i< I <br />1 11 <br />S3 <br />11 <br />20'- <br />- - <br />DRYER VENT <br />THRU WALL <br />7 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />CAR GARAGE <br />8'-0" CLG. <br />20'-7eu <br />MEW 4068 B.F. RWM <br />- - - - - R&S - - - - - - <br />O <br />:NTRY <br />8'-0" CLG. <br />!A <br />J <br />TYP <br />I I @ GARAGE <br />I I I I OPENING <br />I I I K <br />I I I S4 <br />I I <br />LI----------- <br />�A:l <br />4'-10" <br />6'-1 <br />I I <br />I I <br />I I <br />Ik1 <br />I I <br />I I <br />2'-0" <br />T-2" <br />f: <br />A <br />S3 00 <br />TYP @ 1 STORY <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />(SEE ELEV. FOR <br />HEIGHT) <br />44 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP.) <br />4 <br />iV <br />0 <br />0 <br />It <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) - 2X12 #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 9 1/4" <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 4 X 25 } <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 } <br />S.H. <br />16 <br />20X72 <br />184X71i <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 374 <br />S.H. <br />1 H4 <br />27 X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 381 <br />36 } 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 />37JX72 <br />36JX711/2 <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 1 <br />52 4 X 37 i <br />S. H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 X 62 } <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 />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 Table 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 />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 />M 1507.2 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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET OH SEE SN SHEET <br />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 />+29.7 / -39.7 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <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 "B1" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <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 />FLOOR PLAN ELEV-B1 <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: Y411=1 1-0" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />CD <br />;=r5- <br />, <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained 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 />Engineer's signature and seal. <br />U) <br />[- <br />of g^ <br />a <br />o N 8 R u <br />j, <br />G <br />N 6 Cl M J LL <br />7 a0 V) ve LL W <br />0) <br />9) <br />rnr--ti� - W a <br />y v LL a Y <br />LLLL a <br />J5 <br />o <br />Z <br />0 W <br />L O <br />O: <br />W <br />7 'F1 N (COo J <br />�j�rnrn d <br />Z <br />e <br />00 a <br />MZ WLn0 <br />N <br />6 U U A W <br />Z <br />;:.. W <br />❑ El ❑ <br />0 <br />J (V <br />z <br />Z n <br />ti <br />N <br />z o <br />o <br />C- <br />1'` • <br />V <br />o � <br />w S <br />(n <br />VLn <br />C N <br />-L <br />• <br />U <br />a <br />N � <br />CD <br />fCDp <br />M <br />w <br />M <br />o <br />z <br />d <br />il <br />Q <br />J <br />E <br />E y <br />y <br />wo <br />W2 <br />Zu <br />oa <br />(Q <br />f <br />00 <br />°� <br />zgo&` <br />C=1 <br />CN ro <br />_ <br />�w <br />z <br />N <br />9 <br />, <br />o <br />Z O <br />sU <br />a <br />W <br />C1 <br />V <br /><� <br />N W <br />J <br />o <br />'a <br />z°d <br />V� <br />1O <br />J <br />d. <br />CO <br />m <br />`` <br />c� <br />L <br />� <br />c <br />N <br />'~ <br />O <br />C m <br />U <br />CO <br />, <br />r__ <br />N <br />T <br />co p <br />2 N <br />T <br />r= <br />r <br />N <br />0 N <br />T <br />(D <br />E <br />c N <br />M <br />6 <br />Z <br />z <br />E O <br />c <br />IL <br />U � <br />'a cc <br />= <br />JOB <br />NO: <br />21-1076 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />1 <br />
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