My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
37601-37611 Georgia Ter
Zephyrhills
>
Building Department
>
Building Plans
>
37601-37611 Georgia Ter
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 7:43:59 PM
Creation date
2/27/2025 11:23:56 AM
Metadata
Fields
Template:
Building Plans
Street #
37601-37611
Location
Georgia Ter
Contractor
Lennar Homes
Building Plans - Permit #
12198-12201
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 />T-3" T-3" <br />6'-10" <br />CABINETS ABOVE <br />000 � o000 � <br />WASHER DRYER <br />(oPRONAL) (OPTIONAL) <br />L LAUNDRY <br />EXTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />EXTERIOR UNITS <br />8 <br />@ 3r A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />IQTCHEN <br />GRAB BAR PER <br />ADA REa <br />REINFORCE WAIL <br />17 TO 17 A.F.F. <br />FOR POSSIBLE <br />BENM SEA <br />BENCH SEAT <br />PER ADA REa <br />�D S MNG --- Z <br />ADA REQUIREMENTS - <br />BATH <br />SCALE: Y,"=1'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ <br />112" FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X10 #2 SYP W/ <br />H3 <br />112" FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ <br />112" FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 <br />H5 <br />LVL 2.0E Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />H6 <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />1501 <br />- FLOOR PLAN <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+33.4 / -36.2 <br />© <br />+33.4 / -44.8 <br />© <br />+31.9 / -34.7 <br />OD <br />+31.9 / -41.8 <br />OE <br />+29.9/ -32.8 <br />O <br />+29.9 / -37.8 <br />GO <br />SEE COVER <br />'� 20 MPH <br />HO <br />SEE COVER <br />f`nnnrol nnfn <br />If water based ceiling texture material is used, Provide %' <br />gypsum board for 16" O.C. Framing, or 5/8" gypsum board <br />for 24" o.C. Framing. Note''Y2" sag -resistant gypsum board <br />may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum <br />board must be installed on garage ceiling beneath habitable <br />room(s). <br />R309.1.1 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the <br />dwelling from the garage shall be constructed of a minimum <br />No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct <br />board, or other approved material and shall have no <br />openings into the garage. <br />3. Door from garage into house must be a minimum 1 3/8" <br />solid wood door, solid or honeycomb steel door, or 20 <br />minute fire rated door. <br />4. Any accessible space under a stairway shall be protected <br />with ''Y2" gypsum <br />board. <br />5. All doors and windows providing direct access from the <br />home to the pool shall be equipped with an exit alarm <br />complying with UL 2017 that has a minimum sound <br />pressure rating of 85 db a at 10 feet. The exit alarm shall <br />produce a continuous audible warning <br />when the door or window are opened. <br />Bathroom exhaust fans must vent to the exterior of the <br />building, exhaust to attic space and soffits is not <br />acceptable. <br />7. The garage shall be separated from the residence and its <br />attic by not less than 1/2-inch(12.7mm) gypsum board <br />applied to the garage side. Garage beneath rooms shall be <br />separated from all habitable <br />rooms above by not less than 5/8 inch (15.9mm) type X <br />gypsum board or equivalent. Where the separation is a <br />floor -ceiling assembly, the structure supporting the <br />separation shall also protected by not less than 1/2 inch <br />(12.7mm) gypsum board or equivalent. <br />R613.2 Window sills In dwelling units, where the opening <br />of an operable window is located more than 72 inches <br />(1829 mm) above the finished grade or surface below, the <br />lowest part of the clear opening of the window shall be a <br />minimum of 24 inches (610 mm) above the finished floor of <br />the room in which the window is located. Glazing between <br />the floor and 24 inches (610 mm) shall be fixed or have <br />openings through which a 4-inch-diameter (102 mm) sphere <br />cannotpass <br />WALL LEGEND <br />9'-4" TOP OF MASONRY WALL <br />ice%%%%%%%� � : • - • • - <br />1 V-0" TOP OF MASONRY WALL <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1 ST FLOOR LIVING <br />1517 S.F. <br />GARAGE <br />260 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />20 S.F. <br />OTAL SQ. FT. <br />1901 S.F. <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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />L <br />C <br />a� <br />u <br />0 <br />M <br />vi C I- <br />N <br />2 <br />N <br />Mc <br />Ong <br />O CO 4) <br />ocio EEo <br />T <br />-0V <br />� <br />m •� � to <br />UM� <br />1 ` <br />2N <br />U <br />�c o <br />30W <br />a am <br />min <br />COQ.. <br />m �- <br />6 <br />A � <br />B 0 <br />D C <br />N f BV <br />*I <br />;r <br />f4N1111111 t/, <br />,,, <br />,`,s`RL .,.`�.. <br />aULLS�.T'�` •.T <br />., 1�F <br />�_ `�S Z <br />cI <br />`"s <br />01 <br />f0 <br />2 Z <br />M� �'? 0 <br />�• `z bA p <br />O•''tl�.a. a a • p <br />,� 8 <br />m <br />a <br />1?N G\V1 <br />�����t/[ <br />(1 'AA <br />IIt1ti*��► <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />1! <br />O <br />'- M <br />N M <br />Z � M <br />1L=no <br />(M O <br />j rI <br />a•�. tea, <br />Z <br />(` LL <br />cC Z i N <br />N <br />Z <br />W <br />J�� <br />L U <br />Q <br />Z <br />Z <br />LU <br />�0Z <br />W <br />J <br />LUZF-�D_ <br />Lu Z tr <br />M <br />Lu <br />or- Z�00. <br />z} U <br />O <br />1 <br />W J <br />a S 8 rg <br />M <br />S�° Z0 <br />L O <br />0 <br />LU <br />Z <br />r-1 <br />�O <br />O <br />tO <br />rl <br />Ln <br />Z Z <br />rl <br />0 <br />a <br />{0u09� <br />� m <br />z <br />O <br />0 <br />ZO,fozZ <br />DaaaD A <br />� <br />I- <br />LU <br />Q <br />_ <br />r�0fZad <br />5 <br />>7 <br />,� <br />O <br />o s ECL <br />o <br />r~ <br />Z <br />O <br />LL <br />> <br />F_ <br />Z Z <br />g <br />Z <br />O <br />D <br />SCALE : <br />AS NOTED <br />PLOT DATE : 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.