My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36453 Well Hill Way
Zephyrhills
>
Building Department
>
Building Plans
>
36453 Well Hill Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 10:38:55 AM
Creation date
2/27/2025 11:16:38 AM
Metadata
Fields
Template:
Building Plans
Street #
36453
Location
Well Hill Way
Contractor
Lennar Homes
Building Plans - Permit #
6593
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
oc <br />a <br />I <br />�OD <br />rOCII' <br />rDOP11 <br />KITCHEN <br />s� CJ ICr'3 ICE <br />ICI <br />12 <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <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 �'- <br />MIRROR <br />VARIES <br />11 w1 / <br />y <br />MEDICINE <br />CABINET <br />0z z <br />Q`> zv> <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />Z SINGLE <br />24" TOWEL BAR TOWEL BAR IN Q. ROD <br />ON WALL ABOVE TUB OR SHWR. X <br />TOILET TOWEL BAR A LB a <br />ON BATHROOM WALL F <br />o SHWR. <br />co VALVES 2 Q <br />TOILET °P <br />SOAP <br />PAPER ID o DISH V <br />I HOLDER <br />4 <br />ih rF o <br />Fv TUB <br />FIN. F R. <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY <br />42" H UPPER <br />CABINETS - <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />12" FOR PANTRY - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O <br />BRACKET 36" H BASE <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />rO <br />rb <br />CABINETS <br />aQo00 <br />4 <br />� <br />LL <br />%yry <br />fh <br />to <br />� a 'v <br />2x <br />FRAMING R <br />o <br />1/2" GYP <br />BOARD <br />c <br />FIN. F R. <br />x <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS. <br />1,-4"X1'-4„ "L" <br />SHAPE CMU <br />COLUMN <br />0 <br />bo <br />S <br />Q <br />NFIA <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />ao a <br />LID <br />1'-4"X1'-4" "L" -� <br />SHAPE CMU <br />COLUMN <br />KzW lil <br />13'-0" <br />12'-0" <br />1 V-8" <br />T-9" 8'-3" <br />AC PAD <br />H O <br />35-SH <br />■ <br />■ <br />■ <br />------------------- <br />I <br />- <br />I <br />LANAI <br />- <br />NOOK <br />I 8'-0" <br />FLAT CLGAFF <br />. <br />8'-$" FLAT CLG`;- <br />- <br />TILE .- <br />12'-4„ <br />O <br />■ <br />v <br />i <br />■ <br />II <br />II N I <br />II - <br />I <br />"I <br />I <br />- <br />- <br />i <br />I' a I <br />I � <br />FolO <br />I O <br />FAMILY <br />■ <br />8'-8" FLAT CLG. <br />" I ■ <br />CARPET <br />I pl <br />--_J <br />. a ' 2'-2" <br />�I <br />2'411„ <br />ITCH E <br />-- <br />- - - 8'-8" FLAT CLG. 2468 - <br />TILEJL <br />FLOOR G.T. <br />- - - - - ---------- <br />--- <br />_ _ <br />-REF <br />- <br />r <br />----- - <br />16 <br />i1 <br />it m--- 15 <br />5'-74" <br />14 <br />- <br />13 <br />DINING <br />(3) 2x4 #2 SPF <br />12 <br />■ <br />STUDS w/ (3) 16d GG <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET <br />S3 <br />oo S3 <br />- <br />co TYP <br />10 <br />42" H 1/2 WALL <br />T-T' 4'-2 " 9 - <br />OR RAILING PER <br />SPECS <br />8 <br />FLOOR G.T.-------- ------ <br />-- - --- <br />7 <br />(3) 2x4 #2 SPF <br />A <br />6 <br />STUDS w/ (3) 16d <br />071 <br />NAILS @ BASE <br />P <br />it 00I <br />- <br />M OI <br />u-1 <br />2 3 4 5 <br />, <br />- --- <br />; 4068 ARCH <br />PWDR-- <br />(3) 2x4 #2 SPF <br />8 8 FLAT CLG. . <br />c' S3 W <br />STUDS w/ H TT16 - <br />� <br />AT BASE <br />FOYER - <br />TP 0 PE K <br />°° <br />`n <br />I <br />L/'1U N <br />la <br />- 8'-8" FLAT CLG. <br />8'-8- FLAT CLG. D' <br />9TILE <br />I I I I I I I I I I I 1 1 1 1 1 1 1 1In <br />O <br />I <br />6,�„'' <br />6'-74„ <br />4, 0 T-2„ <br />11 <br />r <br />0" <br />17'-10" <br />EDGE OF SLAB 2" <br />BUILDER TO <br />JL_ <br />BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />PROTECTION WHEN <br />c <br />-- NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />Cl) I <br />TO BE FLUSH. FIELD <br />I ' <br />_ VERIFY. _ - _ G.T. <br />-V <br />- - - - - - - - <br />_ 8'-8" CLG. A.F.F. <br />- - - - - - - - - - - - - - - <br />- - <br />1 1 <br />- - - - - - - - - <br />8'-0" CLG. A.F.F. <br />_ <br />154�x2211- <br />Q <br />ENTRY <br />FLAT CLG. AFF <br />ATTIC <br />( <br />O <br />a <br />8'-0" <br />------ <br />GARAGE I_A�CES3-----� <br />Q <br />o Q <br />�U <br />8'-0" CLG. A.F.F. <br />°Q <br />W w <br />N TYP. @ SINGLE <br />j I j <br />V-4" 4,4R <br />STORY <br />A <br />(SEE AA/S3 FOR <br />STEM OPT.) S3 <br />r- - - - - - - - - - - - - - - <br />I <br />I <br />I <br />-----------------I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />------------------------------ <br />GARAGE <br />I <br />I <br />16070 OVERHEAD DOOR <br />16'-0" <br />19'-4" <br />25'-0" <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />�-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />'--WIRE SHELF @ <br />+54" A.F.F. <br />E <br />uJ <br />W J <br />205 <br />m <br />IrUH <br />l <br />U <br />000 <br />■l>O� <br />co = <br />-+ <br />HB <br />ql o0 <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 />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 9 1/4" <br />LVL 2.0E Fb=2950 <br /><e> <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />A <br />+29.7 / -32.2 <br />�B <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />ET �H SEE SN SHEET <br />ik7; <br />PH <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 />20X26 <br />182X25' <br />S.H. <br />13 <br />20X38 <br />18JX37J <br />S.H. <br />14 <br />20X501 <br />18�X50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 62 <br />S.H. <br />16 <br />20X72 <br />181X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252 <br />S.H. <br />11-13 <br />271/4X38 <br />26x373 <br />S.H. <br />1 H4 <br />27 1 X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />271 X 72 <br />26 X 71 1/2 <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 g <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 Ja X 501 <br />36 2 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />362X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2'X 25' <br />S.H. <br />33 <br />54 X 38 <br />52 3 X 37 <br />S.H. <br />34 <br />54 X 501 <br />52 2'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 i X 62' <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 1/2" Gyp. Bd. or equivalent. <br />Is 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'4" A.F.F. <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 FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 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 />(GARAGE / LIVING) <br />JR-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN - ELEV-B <br />SCALE: Y4"=1'-0" <br />e+ti <br />cv <br />CV <br />O o <br />j W <br />o.e- c <br />i7 OP x <br />.: aL o.. <br />CC d L <br />N O eq <br />N <br />- <br />Q �N Y <br />a� <br />E c <br />or o a <br />3 cc <br />s. <br />o <br />a <br />w <br />,p,1111 i I i iftf/It®p <br /><0 `V I V <br />.Z <br />r, <br />cH <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedflcations contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />f. 8E $ a <br />a 8 <br />O N - ~ <br />� C Ifi # <br />teJ <br />a. LL LL <br />(ii M LL. d d <br />a JLwa Y <br />LLL <br />CIL <br />Z m ±�o <br />0 co, <br />Ria <br />t0 m <br />J < <br />W �Irn d Z <br />w <br />-1 � 07 Z <br />L) N V=- <br />OU ❑❑❑ <br />Z <br />W <br />cf R <br />Z N ch <br />z � <br />z <br />J- <br />d � <br />N <br />- <br />z <br />lJl � <br />� o <br />LL <br />i--1 cn <br />(� w e <br />" <br />U <br />O� <br />w <br />V) <br />� U <br />U � <br />• <br />�Q <br />d N <br />soy <br />O <br />M <br />J <br />w <br />Zz <br />o S <br />f6 E <br />O <br />f O <br />< N <br />z® <br />U <br />ECalE <br />F- <br />uz <br />83 <br />a <br />CD <br />co <br />0< <br />�� <br />8q <br />z <br />d L <br />= <br /><o <br />o <br />¢ 0 <br />w <br />�W <br />W 1 <br />y <br />qoz <br />2 U <br />It <br />Z <br />z <br />o <br />r <br />r <br />8 <br />°off <br />5z <br />W <br />a <br />W U <br />tit <br />m <br />SO <br />L <br />'cf <br />X <br />zl6 <br />a� <br />Ul O <br />>M <br />M <br />N <br />N <br />(d LO <br />r <br />�- <br />LO <br />CL <br />(1) 3,- <br />LO <br />O <br />.fl M O <br />LO <br />N <br />.. �'- <br />T <br />M M <br />0 <br />E <br />N y Lr) <br />z <br />z <br />E T <br />E d <br />m <br />a. <br />U � ¢ p <br />JOB <br />NO : 23-06107 <br />SCALE : 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.