My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3160 Kresterbrooke Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3160 Kresterbrooke Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 10:28:28 AM
Creation date
2/27/2025 1:07:07 PM
Metadata
Fields
Template:
Building Plans
Street #
3160
Location
Kresterbrooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
19979
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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 />TYP @ 1 STORY <br />A <br />S3 <br />H.B.T <br />\\\ <br />I <br />iv <br />I a <br />i28 <br />�.._ <br />\ <br />O <br />i_AA <br />- I <br />D <br />r----------- <br />\ <br />�- <br />N UJ N <br />TIE <br />1 <br />N <br />I I I <br />4 <br />co <br />O T. -- <br />OP W <br />I I I I <br />20'-0 " 1 a <br />5'-0° <br />\ <br />\\ FAMILY R M <br />— <br />DRYER VENT <br />THRU <br />o <br />R&S - -- — <br />\ <br />I i I <br />WALL <br />2 CAR GARAGE <br />\ I VAULT CLG. <br />I <br />HANSON BOX <br />A <br />O <br />\ CARPET <br />\\\ <br />-0n CLG. I o l l <br />I o I I <br />r <br />-- N <br />16DEEP 4 <br />@ 36" A.F.F.: <br />I p I I <br />I \\ " <br />REF. <br />LG. cn o <br />�p <br />v <br />I I <br />- <br />00 <br />r <br />EDGE OF SLAB 2" I I I H <br />BEYOND WALL I > I I O <br />c <br />_ <br />O I I <br />2' <br />2" 2 f6„ <br />I M <br />I x I I <br />- 20'-01" I I to I <br />,-i <br />I <br />I <br />I <br />20"x20" SQ. <br />PILASTER W/ (4) <br />cm�l <br />I <br />1' 4 m <br />9'-6'F <br />- <br />i CLG. <br />L� <br />p O� <br />S3 <br />1 I I I I <br />I I I I I <br />I I I <br />�} <br />#5 VERTICALS. <br />GROUT SOLID. <br />SEE ELEV. FOR <br />c <br />2:12 SLOPE, <br />4-o CEILING <br />I o <br />I <br />I I D o <br />O <br />2'-6" <br />U u <br />/ x I I I <br />I I I <br />ENTRY <br />HEIGHT). 4x4 P.T. <br />#2 SYP WD. POST <br />TO SIT DIRECTLY <br />" <br />T <br />I <br />I I <br />I <br />I m <br />I i [E] z <br />Ilr---i <br />- <br />I <br />I <br />G <br />W.H. <br />Q I I I <br />BUILDER TO PROVIDE I I D 1 I 8'_0" CLG. <br />S3----- i I <br />IN CENTER W/ <br />USP PTW (jYP OF <br />0 <br />PATIO <br />I <br />I I I <br />111" D.W I <br />I� <br />- -� <br />� � ' <br />j <br />N <br />APPLIANCE L <br />S3 ---- o <br />PROTECTION WHEN G.T. - <br />REQUIRED PER FBC - - ------ <br />_ <br />_ <br />CAFE I <br />J <br />Q <br />o <br />" <br />K <br />o E vi <br />VAULT. CLG <br />o <br />6 „ <br />co co <br />in)16 <br />CARPET I <br />_ 5� I <br />8--g' <br />S3 <br />,_ i„ - I I <br />104 6�-8 _6" 3068 _0" <br />cv <br />I I <br />(4) 2x4 #2 SYP STUDS FDYE R <br />I <br />*4'-0111 <br />W/ USP HTT4 @ BASE TILE <br />9'-6" CLG. <br />5'-8 <br />10" <br />H_ _ AT 7'=4'_ <br />R&S <br />-------. --- -- <br />-` <br />-� <br />z? <br />a __ <br />R&S = Z � B. , R&S <br />----------- fno <br />m <br />TYP @ 1 STORY <br />W I C ( <br />i <br />z <br />`NCO =i 166 R&S " <br />" <br />A <br />S3 <br />(4) 2x4 #2 SYP STUDS <br />I W/ USP HTT4 @BASE <br />`� <br />tv <br />AHU I <br />8'-0" CLG. <br />4068 B.F. 4068 B.F. <br />TYP @ 1 STORY <br />_ <br />I � <br />6rr�• CARPET (•a <br />3 8'-2" <br />�I <br />2668 2668 <br />8'-0" 2'-4" 4'-2" T-74„7 8,_0j„ <br />A °P <br />33 In <br />(� 4 <br />BEDROOM <br />OWNER'S <br />SUITE <br />1 <br />8'-0" CLG. <br />1 <br />8'-0" CLG. <br />5-SH <br />16" DEIPLrl <br />CARPET <br />_ <br />_ <br />BEDROOM 2 <br />q r;, <br />CARPET <br />LINI� <br />06 T - - <br />cy <br />- <br />8'-0" CLG. <br />=cn <br />O <br />"w <br />I <br />60"x36" <br />�i� <br />n <br />CARPET <br />v�W <br />- <br />1 <br />u <br />U. u' <br />"w <br />s8 ' , 0, <br />- - '- <br />SHOWER <br />TII E „ <br />2 <br />15' 04" 4 <br />8�-5 ,I TILE 1 <br />3�0„ <br />104„ <br />5� <br />10'-5" <br />ILI <br />IBERGLAS <br />URROUN <br />44 1 <br />'n <br />CACPAD <br />P <br />o o' <br />o: <br />BERGLASS <br />URROUND •� ii <br />I <br />H.B. <br />TYP @ 1 STORY <br />A <br />S3 <br />25-SH <br />EGRESS <br />O <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=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 } X 25 <br />S.H. <br />13 <br />20 X 38 j <br />18 X 37 <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 4 <br />S.H. <br />16 <br />20X72 <br />18}X71j <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />} 34 <br />27 4 X 50 j <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />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 } <br />52 4 X 37 <br />S.H. <br />34 <br />54 X 50 � <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 � 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 penatrations 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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is Iocated.Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />M 1507.2 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 />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET 1/_H 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 />+34.0 / -44.8 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />IgMMMMMMMMMMMMMM <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 "13111 <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 I R-VALUE / TYPE <br />EXT CONIC 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />u, <br />C9 <br />Z M <br />z <br />z <br />Q <br />a <br />Z <br />W <br />Ln (D <br />4--J w <br />O`LI <br />U <br />m I` <br />�M <br />Al I <br />Q D• <br />a <br />i <br />,% N% <br />LLJ <br />r.. <br />a L <br />C�' <br />zzj' <br />rn + <br />IL <br />0 <br />_ <br />To the best of the Engk,cy,a,knowlettge, formatF1p/� nd <br />bellef, the structural plans P I Nt" F1 1qi fdci'tlTned <br />within these drawings comply w t a 20 7 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z N <br />0 <br />>U.)rnO <br />M <br />Q V) Lf) <br />(�° <br />Ln <br />a <br />� 6- fo <br />CLI <br />z E `o <br />z <br />W <br />Jto <br />d- <br />a <br />a <br />f- <br />a. <br />FLU <br />Lu <br />Q z <br />W <br />Lan <br />ILL <br />0 <br />� <br />U <br />=W <br />yw.� ZZ <br />1 1 <br />1�; <br />Nn <br />guutw <br />Z <br />W <br />� <br />LIJ <br />a� <br />Z <br />N <br />p1 <br />Q <br />Z <br />z <br />Wg <br />m <br />ONIO <br />� <br />2 <br />rn <br />T-1 <br />a <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: M]AMES <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.