My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6402 Back Forty Lp
Zephyrhills
>
Building Department
>
Building Plans
>
6402 Back Forty Lp
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 8:01:23 PM
Creation date
2/19/2025 12:53:39 PM
Metadata
Fields
Template:
Building Plans
Street #
6402
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6335
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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
O. BATH <br />r <br />TEMP <br />OBSC <br />4 <br />O 00 <br />� <br />h <br />O. BATH <br />r <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O.ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW T- <br />MIRROR <br />SHWR. SHWR. <br />CURTAIN HEAD <br />VA <br />/ <br />ROD <br />TOWEL BAR IN <br />1 ' <br />24" TOWEL BAR <br />w <br />15 <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TUB OR SHWR. <br />- <br />� ON BATHROOM WALL <br />MEDICINE <br />CABINET <br />Q <br />VALVES® <br />TOILET �9 <br />SOAP <br />II- <br />PAPER fD <br />DISH <br />r HOLDER <br />4 <br />a oZ oZ <br />C, <br />nt <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />OP <br />ro <br />VARIES PER <br />FLR. PLAN <br />SINGLE <br />ROD <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS - <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />" <br />gp <br />BRACKET 36" H BASE <br />FINISHED CABINETS - <br />COUNTER TOP 30" H BASE <br />CABINETS - <br />94 <br />f; <br />LL <br />.y <br />n <br />a <br />O <br />1'-2" <br />a t� <br />59 <br />2x <br />FRAMING <br />1/2" GYP 7 <br />BOARD <br />Q l 00 <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />c <br />1'41 1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />■ ■- - - - - - - - - - - - - - r r <br />r, LANAI <br />I 8'-8" FLAT CLG. A.F.F. I <br />0 <br />9'-8' <br />10.4' 5'-0" <br />Q <br />I I <br />J TYP. @ AC PAD <br />I I <br />I <br />O I <br />S6 2-STORY O <br />HEI 6068 SGD 1 <br />35 SH <br />r' r ■ _ • • <br />r r <br />-_ <br />1 ALT <br />� I AC PAD I � �I <br />- KFST� <br />I� 11 �' <br />- - 8'-8" FLAT CLG: <br />C&ITI LE <br />- � <br />r <br />DINING <br />8'-8" FLAT CLG. <br />'- <br />U <br />CARPETUX B <br />. <br />CV <br />_ 2 2068 ! - <br />S6 <br />� <br />I <br />I �I I <br />TYP. @ <br />N <br />'-0' &-6" -- I o III <br />- <br />2-STORY ao <br />I <br />LO--JII <br />W CL II <br />1 co <br />O 0 O I 11 <br />GREAT RM <br />z! <br />O _ Y �0 II ^ <br />8'-8" FLAT CLG. <br />CARPET <br />Z I I <br />- <br />1 <br />- I_ I I <br />II <br />Cl) <br />- -�T, <br />18 - <br />- 1 8' 8" FLAT CLG. R I I <br />TILE I <br />PLUMBING LINE - l I <br />TO SECOND 3;-0„ „ <br />r <br />8,-4„ 2'-4„ 4'.4R <br />4 <br />FLOOR I -�L - M <br />(3) 2x4 #2 SPF 1/2 WALL 1:A <br />STUDS W/ (3) OR RAILING N <br />I I <br />16d NAILS AT PER SPECS <br />• - o _ - <br />BASE _ FLOOR G.T. <br />I <br />_ _2608W v f I I BF I <br />I I I P <br />I <br />�d� <br />8'-8" FLAT.CLG <br />I <br />TILE' 116 115 I h l 2 Fj <br />I PEN <br />1 I g I I II I I I I A - - <br />6 <br />4 <br />S3 ' L _ I- <br />_ _BV. <br />-TQ <br />WALL rL4' <br />FLOOR G.T. (3)12-A #2 SPF <br />ST JDS W/`USP <br />EDGE <br />(ZSHEAR <br />OF SLAB 2" - <br />W BEYOND <br />WALL ; HTT, 1.6,@ BASE <br />- <br />W 6'-4" 4'-5" <br />T-3„ T-0" <br />2 O cr BUILDER TO PROVIDE Q <br />u_ P W APPLIANCE PROTECTION S4 <br />Q C <br />WHEN REQUIRED PER FBC <br />v0 <br />-FOYER <br />8'-8 FLAT CLG. <br />TILE <br />w j H1 S3 <br />W0m ZQ <br />O z W/ USP L116" <br />- <br />TA18 STRAPS r t • <br />a (CENTERD) <br />EACH SIDE OF - <br />J - J Q WALL TO <br />LOOR TRUSS 00 D I I <br />O <br />S6 U ABOVE <br />O.C. 0 1 1 <br />N <br />TYP. @ w <br />w W - I I <br />2-STORY W J GARAGE <br />m� <br />W 8'-8" FLAT CLG. A.F.F. <br />2 O i r <br />- b 19 <br />N <br />"~' ENTRY 60 <br />_ I I <br />~p Q w - 8'-8" FLAT CLG <br />°' <br />z 3: a: - AFF I I <br />oA -------------------------------- <br />9 <br />II <br />TYP. @ I <br />I <br />SINGLE • 1 FLOOR G.T. <br />I -------- 0 <br />•- - - - <br />STORY <br />- --------- <br />1 <br />j 8"x16" CMU COLUMN <br />N <br />I W/ 6"x12" ABO <br />1 <br />E I <br />1 12"x12" CMU w/ <br />(4) <br />I K INTERGRATED <br />INTO I - #5 VERTICAL <br />o <br />HB I S4 �,P @ WALL W/ (2) #5 <br />1 <br />GARAGE VERTICAL <br />I <br />co <br />�-- - - - - - - - - - - - - - - - - - - - - <br />-r <br />----------------------------- <br />16070 OVERHEAD DOOR <br />0 <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 />OD <br />+28.3 / -37.0 <br />( <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH SEE SINSHEET <br />� 40 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 />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 21X 251 <br />S.H. <br />13 <br />20X38J <br />18�X37J <br />S.H. <br />14 <br />20 X 50 1 <br />18 # X 50 <br />S.H. <br />15 <br />20X63 <br />18}X624 <br />S.H. <br />16 <br />20 X 72 <br />1812 X 71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 1 X 25 1 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 62' <br />S.H. <br />36 <br />54 X 72 <br />52 1 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 />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 />H6 <br />(2) -1 3/4" X 91/4" <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 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 />C <br />FIRST FLOOR PLAN <br />SCALE: Xa"=V-0" <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 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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying With R4501.17.1.1 through R4501.17.1.14. I <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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. I <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 <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING <br />SECOND LIVING <br />728 S.F. <br />1036 S.F. <br />TOTAL LIVING <br />1764 S.F. <br />LANAI <br />60 S.F. <br />GARAGE <br />379 S.F. <br />ENTRY <br />62 S.F. <br />TOTAL SQ. FT. <br />2265 S.F. <br />INSULATION REQ. <br />LOCATION <br />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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Cn <br />N <br />cm <br />N <br />N <br />W <br />G <br />Quo <br />a cewN <br />N C IL d <br />•y cc N � <br />Q � N <br />3 =' w <br />d <br />d <br />tj <br />•W u d <br />fA Ci <br />E <br />o <br />a u <br />Ch <br />0 <br />C'V <br />CID <br />CV <br />r� <br />C` G . <br />• <br />sir <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 />0 <br />E <br />v <br />4, 53 C <br />W <br />in�� <br />M CD * LL <br />ll. <br />@ LL lL W <br />55 a <br />� <br />_ <br />-� a <br />W <br />ao <br />fi� M 04 <br />ILZ <br />N fh Z Q I- <br />N <br />OU 0 W <br />"= <br />W <br />❑13 <br />Z N 8 <br />z <br />a <br />Ln <br />Z v <br />_ <br />N <br />LU <br />� <br />V <br />0 <br />w s <br />N <br />c m <br />E <br />L <br />I <br />c � <br />0 <br />M <br />s�o <br />� <br />w <br />Z <br />J <br />o <br />LL E <br />�o <br />wo <br />>r <br />a <br />w'zzQ <br />E <br />U <br />da <br />w <br />U o <br />p¢U <br />Ua <br />ZcC31 <br />CO (16 <br />< i <br />W Z <br />c'n M <br />c <br />O C <br />ai <br />a~ <br />O� <br />mo <br />ZLL <br />z <br />aW <br />8 3 <br />�Z <br />Z <br />W�.3WW <br />.0 <br />'01- <br />�LL <br />�� <br />= r <br />O <br />C•7 <br />v <br />wO <br />f-" <br />0% <br />� <br />d <br />03 <br />> L0 <br />O <br />0 <br />N <br />N <br />co L0 <br />N <br />N <br />$ <br />J <br />0 <br />U) °° <br />N <br />LL <br />o <br />Ln <br />� <br />O <br />LL <br />C:)CIOm <br />(0 <br />171) <br />N <br />N <br />Ln <br />04 <br />ci <br />N <br />(� N <br />�; q* <br />c <br />? <br />M <br />z <br />E NM <br />M <br />C <br />a <br />ci <br />JOB <br />NO: <br />23-04653 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.