My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6482 Beverly Hills Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6482 Beverly Hills Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 3:40:16 PM
Creation date
2/19/2025 2:47:50 PM
Metadata
Fields
Template:
Building Plans
Street #
6482
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
5156
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
37
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
r <br />3 <br />m <br />rn <br />00 <br />cV <br />v <br />0 <br />Q <br />cV <br />0 <br />I <br />m <br />00 <br />00 <br />cV <br />v <br />c� <br />Q <br />N <br />0 <br />I <br />v <br />c <br />0 <br />.o <br />�C <br />Q <br />N <br />O <br />0 <br />x <br />N <br />r7 <br />4 <br />to <br />0 <br />cl <br />N <br />a <br />a <br />0 <br />U <br />J <br />i <br />N <br />0 <br />Zz <br />N <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />M <br />Ln <br />43 <br />Q <br />m <br />3 <br />s, <br />c2 <br />T <br />AC PAD AC PAD <br />I <br />OB � <br />LO <br />N <br />PATIO <br />O � <br />C7 <br />co <br />LID <br />�/ <br />TYP @ 2 STORY <br />_ U) <br />N 0 <br />Lu <br />I ��C <br />00 <br />FA I LY R M <br />8' 8" FLAT CLG. <br />CARPET <br />I <br />16-42° <br />A <br />33 O <br />25-SH <br />26-32" <br />1 2868 <br />r� \ Cl) 1' <br />I <br />I- <br />V <br />IY <br />LL <br />I <br />0 <br />zo <br />OWN E 'S SU ITE <br />8'-8" LAT CLG. <br />C RPET <br />0 <br />I N <br />I o <br />I . .. .. 10 <br />A <br />N <br />5 SH <br />16" DEEP <br />LINEN <br />1112068 E.F. <br />J <br />@ 2 STORY <br />10Lu <br />> <br />OPT. REF. 10 O <br />-------^ ------------- 16" DEEP ILL Q <br />24 24 Ill 24 24 L? <br />39 - 0 <br />bNl w I IW <br />lz <br />io 11'- 1" ! I `t i 4'. 0 12'-44" 1=, <br />c r FLEX I I <br />1'4" 10'-1 ' 'r' 8'-8" FLAT CLG. 6 O <br />-- I CARPET N 1 <br />- r- -- =-1:iN 5-SH <br />ilI D.W. N i ,- 0 16" DEEP I <br />ffl I 7- O I <br />1f a I 1 <br />< 1 <br />CAFE � I f � � I <br />O I I C NOTE: FINISHED I I <br />8'-8" FLAT CLG. f ■ I HU C0 WALLS TO BE FLUSH, <br />f I e I Q VERIFY IN FIELD. FLR. G.T. <br />CARPET I Cr - <br />CN <br />IL N <br />- J f �_ I --------- <br />-1 . , t_ HDR AT 74" <br />(3) 2X8 #2 SPF W/ Q i 0 LOW WALL OR cb 4, I ENTRY <br />w/ DTT2Z @BASE � m I RAINING PER SPEC. ��0 i- 3068 <br />d 3'-111 19' 4�" 8'-8" FLAT CLG. AFF <br />4'-0" 5'-8" 3'-4" 3' z OA IN Q <br />1 I- Z-6" I- rn <br />FLR. G.T. I 8'-8" LaT LG. IN <br />o <br />2- <br />� N <br />G 3 - - - 16 <br />2868 83 Q _ _ _ 15 - G� C <br />00 CC S3 <br />5 5-- -- 14 - - - - N S3 <br />D2 6_____ - - - - - - -- -- <br />LAUN. _ - •7 _ f 113_ (NOTE: FINISHEDI I <br />WALLS TO BE LUSH. I I <br />8'-8" FLAT CLG - 12 ;- EDGE OF SLAB 2" <br />TILE P i3----- 1111 --- a, BEYOND WALL VERIFY IN FIELD. I I <br />N <br />WIRE - HAN�(�N BOX 10 I 1 1 <br />:� i SHELF @ 36" A.F.F. +42" SLOPING I I I <br />TILE Au 1 1 DRYER VENT THRU WALL HALF WALL I I I I <br />�PT. D 3) 2X4 2 SPF W/ K I F' I I <br />T II"_' I DTT2Z BASE S3 2 CAR GARAGE 1 FLR. G.T. <br />R&S 8'-8" FLAT CLG. AFF I li I I �N <br />- - - - - - - - - --I O� I I <br />°3 I 0 <br />PLUMBING LINE TO = 1lII 1III 11I <br />¢ <br />o <br />SECOND FLOOR o O I> <br />1m <br />2668 W I 1 1T > I 1 Icr <br />._8,- ILE 1 I 1 o i l 10 <br />0 1 1 10 <br />_ 7'_7" 10 21'-42' I I I �� <br />O <br />I <br />BUILDER TO PROVIDE 1 TYP @ ( 1z <br />C. I2' 6" APPLIANCE PROTECTION I GARAGE I I� <br />w! W. I. <br />I WHEN REQUIRED PER FBC I OPENING I I 1 <br />36" X 60" od 8'-8" FLAT CLG. I I I <br />----C-AR-P-E-T --J <br />O SHOWER VERIFY LOCATION <br />O W1_? ELECTRICAL PANEL FIBERGLASS <br />SURROUND <br />III I SK4 1II I1I 1I1 <br />NL--_'----- - - - - - a <br />R&S7R�� 7771777mi I I I I I I I I I I I 101 I.Li I 1 1-1 1101 1111-7111 IN I I I I I I I I III <br />I <br />I ' <br />J <br />1 TYP @ 2 VERIFY METER H•63'4" <br />S6 STORY LOCATION WITH <br />BUILDER <br />56'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />(2) - 1 3/4" X 91/4" <br />H6 <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 71/4" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X381 <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />11-12 <br />27114X26 <br />26X25J <br />S.H. <br />1H3 <br />271/4X38-a <br />26x371 <br />S.N. <br />11-14 <br />27JX50J <br />26x50 <br />S.H. <br />11-15 <br />271X63 <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 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 Z X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37-aX72 <br />36JX711/2 <br />S,H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H, <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 i <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <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 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 112" 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 />(A <br />+29.7 / -32.2 <br />�B <br />+29.7 / -39.7 <br />QC <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HC� SEE SN SHEET <br />140 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 />MASONRY HGT. @ 8'-8" 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 11B111 <br />FIRST FLOOR LIVING <br />1793 <br />SECOND FLOOR LIVING <br />1109 <br />LIVING TOTAL <br />2902 <br />GARAGE <br />437 <br />ENTRY <br />13 <br />TOTAL AREA <br />3352 <br />PATIO <br />24 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />ELEV-B1 EXT FRAME 2 x R-1KRAFT FACED <br />FIRST FLOOR PLAN <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION �R-11/R-13 KRAFT FACED <br />SCALE: Y4rr=1 r-0rr (GARAGE / LIVING) <br />' <br />o <br />> W' <br />aa. <br />C C4.' C.� Cy <br />o <br />vk w coo <br />y N <br />m o = Q <br />t n) <br />s <br />N Q <br />C. E <br />� o <br />a L <br />0 <br />Rp <br />0 <br />'70 q y <br />To the best of the Engineer's 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 />o0 co E <br />8 <br />® <br />0)v <br />0 cc r- <br />_�� <br />� N O � . <br />ti <br />a <br />� <br />u- <br />C: <br />_ J <br />JLLLL LL u; <br />13t7CL <br />Z02-0) <br />-�_°' <br />=So <br />�_ o <br />X <br />c�'M <br />L�. <br />L IL <br />CN Z 4 J <br />Co Cl) <br />OU <br />U <br />Z <br />L) <br />W <br />1313 <br />V M � <br />z N <br />0 <br />z N <br />z � � <br />Q 7t_13 <br />N^ <br />, <br />M <br />� a <br />(7 <br />W <br />0 <br />Um <br />O <br />ID <br />V) <br />w o <br />r~ w <br />N <br />U � <br />M1 <br />- - E <br />L 8 <br />61 <br />� <br />c <br />0 <br />Q N 0 <br />o <br />w <br />Mz <br />M <br />p <br />ZZZ <br />Q <br />ce Q E <br />ECU <br />O <br />Wz <br />aR <br />Z0 <br />❑a <br />0 <br />o E <br />CV <br />i <br />ao <br />coo <br />¢o <br />a <br />t� <br />ry <br />� <br />y <br />m� <br />0 <br />0, <br />z <br />c <br />J <br />0< <br />Nm <br /><z <br />gz <br />Cn <br />N <br />C1 <br />o <br />a0 <br />Nz <br />v <br />cow <br /><0 <br />OE <br />1k <br />� <br />z <br />a <br />_� ~ <br />MJa <br />C=> <br />CD <br />w <br />> 0 <br />rf <br />oQ <br />°3 <br />�o <br />0 <br />= <br />` <br />> L6 <br />J <br />Lf <br />LO <br />rn <br />4` <br />.-••. <br />Q <br />cCU <br />co <br />m <br />r- <br />;.d <br />0') <br />�I <br />N <br />C3� <br />00 <br />S� <br />o <br />Ln <br />N <br />Q <br />N <br />(D <br />m <br />w <br />� T <br />T <br />M <br />Lj <br />o <br />Z <br />z <br />h <br />c <br />d <br />E <br />U � <br />Q p 1 <br />_J <br />JOB <br />NO: <br />22-06463 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />1 : T T-r_7_T T- -1 __ - <br />
The URL can be used to link to this page
Your browser does not support the video tag.