My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3023 Nubbin Ridge Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3023 Nubbin Ridge Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 5:53:08 AM
Creation date
2/19/2025 8:49:16 AM
Metadata
Fields
Template:
Building Plans
Street #
3023
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
251
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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
0 <br />OLD <br />co 0 <br />W <br />TYP @ 1 STORY <br />A <br />S3 <br />A <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />OP <br />I r <br />S3 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />I I <br />= I <br />CO M 2:12 VAULTED CLG. _ <br />N t` <br />io <br />I <br />FAMILY RM <br />9'4' CLG. <br />CARPET <br />FIB <br />65'-0" <br />55'-10" <br />�' • ��■ CARPET <br />i�► ■�i5a�■�erlMIMI <br />���■fl■I■ ■Iil: <br />�� ■S�■S r■■FS <br />_��■■� rll. :.. . <br />.� ■ ■DRYER VENT <br />Q. � I -.I I ■ice ■ �..HRU ROOF-X__� <br />R.A.G. <br />li✓viii`i•ii� <br />■��,IL III <br />BUILDER TO <br />CO PROVIDE <br />W.H. "' <br />APPLIANCE <br />01 <br />PROTECTION <br />WHEN REQUIRED <br />PER FBC <br />2 <br />CAR GARAGE <br />8'-0" CLG. <br />jL <br />I <br />I <br />I <br />R&S <br />4'-0" <br />11-7811 <br />6-10" <br />I <br />N <br />4'-711 <br />81.81, N <br />5141 <br />I <br />I <br />5068 B.F. <br />_ <br />IF <br />OPT. <br />o <br />I <br />-----F-__-____--___� <br />REF. <br />--�- <br />BEDROOM <br />2 <br />PATIO <br />CAFE <br />i <br />- - - <br />o <br />I- <br />I <br />8'-0" CLG. <br />VAULT. CLG. <br />��� <br />I <br />D.W. I <br />o�O <br />�J <br />CD <br />I <br />CARPET <br />0o <br />U) <br />00 <br />CARPET <br />r Q <br />> <br />_j <br />U <br />3L <br />_ 24 _ J <br />18 <br />.3 <br />SINK <br />wl USP <br />o <br />uO <br />i1 <br />21'-2" <br />21 <br />11 <br />21 <br />I <br />" <br />_I <br />10'-4" <br />110 <br />TILE <br />■ <br />I00 <br />PLATY <br />�i <br />w <br />F <br />T <br />L <br />. u-)= <br />Ch <br />36 <br />36 <br />(p <br />EP)AD <br />/�i <br />i <br />I <br />- - - - - � <br />O O <br />--- <br />7 <br />5-SH <br />16" DEEP <br />25-SH <br />H. B <br />EGRESS <br />O <br />(_�3) <br />S <br />29'-8" <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />S3 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE- <br />10'-1q,. �n <br />-HDR AT T-4" <br />14'-6" <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-421" <br />H. <br />F1----------- <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />I 0 <br />I 0 <br />I o <br />II <br />I <br />I 0 <br />I <br />II X <br />I CD <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />I I FIELD. <br />icc jj� <br />i �S3_1 G.T. - <br />M nF■ Fa�I® <br />LIM o <br />ti <br />I Ca <br />m <br />Ic <br />_ <br />00 <br />I <br />r Q0 <br />r o <br />I <br />1 <br />25-SH <br />EGRESS <br />O <br />■ <br />1 T <br />3" <br />11 A" <br />1 <br />K TYP @ <br />34 GARAGE <br />OPENING <br />I I <br />L- ENTRY <br />G. <br />I I <br />I I <br />1 <br />rn <br />� w <br />MWO <br />TYP @ 1 <br />STORY <br />/ A \ <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 />H8 <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 />H8 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 j <br />S.H. <br />13 <br />20X38j <br />18}X37i <br />S.H. <br />14 <br />20X50j <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38� <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <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 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 i <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <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 />NIA <br />S.H. <br />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 / -30.8 <br />© <br />+29.7 / -39.2 <br />O <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET OH 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 +34.0 / -44.8 <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 1113111 (TRB) <br />1 ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />1936 <br />1936 <br />416 <br />24 <br />2376 <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 />FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1� GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: J4tltl=1'-Off (GARAGE / LIVING) <br />�`�\\\{QtlOitfPIEP� <br />F <br />i F <br />i��� .....•••'° fit- <br />o°° <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 2017 Florida Building Code - <br />Residential 6th 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 />co,N Co <br />o 'IT_ # <br />000 01 m w <br />_Q <br />ci <br />® <br />M N N C N LL <br />r-�w ' <br />''Jrn Wa <br />n U_ <br />) W N LL <br />n <br />Q <br />,j M W <br />dam <br />13Z <br />a>mLL <br />0 <br />W <br />rnrn W F- <br />ya;o �00 <br />'ro o 1- <br />W <br />2E61co B O�Jo� <br />Z <br />N< M zun U J <br />0 <br />z <br />0 < <br />❑❑❑ <br />W <br />o <br />0 o <br />zNto <br />z m <br />_¢ <br />J M <br />� N <br />to <br />M <br />Z <br />U o <br />� <br />'�• <br />+� <br />C6 <br />'U <br />� y <br />w o <br />0 <br />a <br />O <br />N <br />111 "to <br />c s <br />w. <br />f 0 <br />U <br />I_I_i <br />F- a <br />o g <br />�I <br />xI, <br />U ) N <br />� o <br />O1 <br />em <br />o <br />O <br />J <br />w <br />z <br />U_ <br />Q E <br />o <br />ECU <br />W O <br />o0 <br />>N <br />4N <br />z• <br />F.._� <br />o E <br />�< <br />�0 <br />°o <br />� <br />o� <br />04 <br />4! L <br />z <br />go <br />6p <br />z <br />z <br />w <br />'+ (az C/) <br />wm <br />m� <br />O <br />rz <br />473 <br />N <br />G ro <br />z <br />W <br />N <br />CL �S <br />OO M <br />LL <br />O <br />a <br />�w <br />7 <br />oLL <br />=3 <br />O <br />w <br />toar <br />d <br />z< <br />O03 <br />°(M <br />= <br />a� <br />N <br />1 <br />c <br />00 <br />`° <br />N <br />_ <br />Q <br />C <br />O <br />0 <br />O <br />m <br />C7) <br />it <br />� <br />c � <br />r <br />_ ,j <br />,- <br />Z N <br />r <br />L. f7 <br />oo <br />OT_ <br />CV <br />,- <br />E <br />E <br />c N <br />M T-- <br />�; <br />z <br />Z <br />E Occ <br />d <br />E <br />U _j <br />v <br />Q O <br />JOB <br />NO: <br />20-2747 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />7I. :T MI . ,tlsF-IL 1 .SI �7i :.i -f yl n4 tl:r 11 <br />N <br />
The URL can be used to link to this page
Your browser does not support the video tag.