My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6382 Bar S Bar Trl
Zephyrhills
>
Building Department
>
Building Plans
>
6382 Bar S Bar Trl
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 2:54:36 AM
Creation date
2/18/2025 3:34:27 PM
Metadata
Fields
Template:
Building Plans
Street #
6382
Location
Bar S Bar Trl
Contractor
Lennor Homes LLC
Building Plans - Permit #
4649
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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 />ih <br />0 <br />CV <br />bl i <br />KITCHEN <br />MIRROR <br />0 <br />o00 <br />0 - <br />o <br />O. BATH <br />1 <br />KITCHEN <br />INTERIOR DETAILS <br />SCALE: 1/4" = 1'-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 _ j`- <br />MIRROR <br />VARIES <br />LU <br />L I <br />Q /\ <br />> / <br />MEDICINE <br />CABINET <br />OZ OZ <br />u- <br />Q LL Q <br />O M M M <br />M <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />z <br />24" TOWEL BAR <br />TOWEL BAR IN <br />a <br />ON WALL ABOVE <br />TUB OR SHWR. <br />w <br />TOILET <br />TOWELBAR <br />- <br />o_ <br />ON BATHROOM WALL <br />~ <br />z: <br />o <br />SHWR. <br />00 <br />o <br />VALVES <br />_ <br />TOILET 4 <br />SOAP <br />PAPER ° <br />o DISH <br />V <br />r HOLDER <br />o <br />_ <br />O <br />o <br />M <br />TUB <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BATHROOM 2 <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />CABINETS - <br />2" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />4 <br />oo <br />CABINETS - <br />LL <br />'N <br />O <br />2x <br />$ <br />°S <br />FRAMING <br />1/2" GYP v 07 N <br />r <br />BOARD <br />0 <br />(V <br />o <br />o 60 <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = 1'4' <br />WIRE SHELF @ -� <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON BOX @� <br />36" A.F.F. / <br />EXTERIOR WALL) <br />W/ 2x4 WALL z w <br />PAD OUT a <br />U -J <br />Q <br />DU <br />0 �H <br />U U <br />LU <br />80_ >Lu <br />U <br />o~ <br />N = <br />N <br />12-0" <br />-I T-0" <br />8'-3" T-9" <br />11'-8" <br />AC PAD <br />HB <br />35-SH <br />*I <br />1 <br />---------------------- <br />-L <br />NOOK <br />- LANAI <br />-8'-8'i FLAT CLG. <br />8'-0" FLAT CLG. <br />AFF <br />TILE <br />I <br />12'-4" I <br />I <br />\-- \ <br />\6068 <br />- �- - <br />-- SGID <br />I� - <br />I I <br />M <br />I <br />I <br />ri <br />I <br />i <br />I I <br />I <br />�- <br />II <br />- <br />-o O <br />_. <br />IZ\ I <br />r <br />FAMILY <br />--- 1 I <br />-- 8'-8" FLAT CLG. <br />Ip I <br />CARPET <br />2'-iV, -14 T- #4' <br />-+ <br />Ij <br />- <br />- <br />- <br />i <br />2468 1 8'-8" FLAT CLG. <br />Cl) <br />_- <br />1'-0" TILE / <br />U) J- <br />- <br />FLOOR G.T.V <br />- <br />lit <br />-- <br />- _ <br />- - ~ REF. - - <br />_ ---------- <br />_.16I <br />_ <br />5 I <br />- <br />5'-74' <br />- <br />3 <br />(3) 2x4 #2 SPF <br />2 <br />DINING <br />-- <br />- <br />STUDS w/ (3) 16d <br />GG <br />- <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 Co <br />0TYF <br />CARPET <br />-- <br />--9 <br />4'-234 T-3" <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />.. <br />- - - - - - - <br />- - <br />- - - - - - - - - - <br />- - - - - - <br />_- <br />U <br />UP <br />(3) 2x4 #2 SPF <br />f <br />STUDS w/ (3) 16d <br />-- <br />FCN <br />NAILS @ BASE <br />1 <br />4,068 ARCH <br />P W D R <br />GG-- <br />D. S3 ��\ <br />�'cp6, 8'-8" FLAT CLG. <br />(3) 2x4 #2 SPF - <br />__ <br />-- <br />00 <br />TILE <br />STUDS w/ HTT16 - <br />o AT BASE <br />- - `� <br />T <br />al W. LAU N Q <br />1 8'-8" FLAT CLG. <br />PEN L- <br />- - <br />1 <br />FOYER <br />FLAT CLG. { <br />- <br />1 TILE S4 I <br />° J <br />18 -8" -- <br />TILE <br />H1 <br />--- <br />sw - <br />T i <br />- <br />T-24" 4 0 <br />1 T-10" <br />6'-74' <br />10 <br />6'-4' - - <br />r_ - <br />_ <br />BUILDER TO 35 <br />EDGE OF SLAB 2" <br />CN <br />PROVIDE APPLIANCE D1 <br />BEYOND WALL <br />aim <br />-_ <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />- <br />co <br />� <br />- <br />TO BE FLUSH. FIELD <br />o <br />8'-8"-CLG. A.F.F. <br />VERIFY_---�- <br />I <br />------- -G•T, <br />- - - - - - <br />I <br />I <br />- - - - - - - - - - - - <br />8'-0" CLG. A.F.F. <br />- - - - - - - - - - - - - <br />W W <br />LU z 9r----�}'sss��"i <br />JENTRY <br />'-0" FLAT CLG. AFF <br />�_ ° m ____ATTIC <br />GARAGE <br />------ <br />Ut-L----�E- <br />- <br />>-J� <br />8'-0" CLG. A.F.F. <br />TYP. @ SINGLE o <br />STORY <br />A (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4'-4" <br />V-4" <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 K <br />I <br />I <br />I <br />I <br />I <br />S4 TYP. @ <br />I <br />I GARAGE <br />I <br />\ I <br />-------------------------------- <br />16070 OVERHEAD DOOR <br />V-8" <br />16-0" <br />V-8" <br />5'-8" <br />1914" <br />25'-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />111111111 <br />N <br />O <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />0 <br />M <br />U <br />mCD <br />N <br />0 <br />CD <br />f <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <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 11 114 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 7 1/4" <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 />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 />OE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />ET �H SEE SN SHEET <br />iic;; <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 />182X252 <br />S.H. <br />13 <br />20X383 <br />182X374 <br />S.H. <br />14 <br />20 X 50 $ <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1 H3 <br />27 1/4 X 38 $ <br />26 x 37 d <br />S.H. <br />1 H4 <br />27 a X 50 5 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />362X251/2 <br />S.H. <br />23 <br />37 4 X 38,3 <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 a <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54X383 <br />522X374 <br />S.H. <br />34 <br />54 X 50 a <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 712 <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 />• 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 A4. <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'-0" 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 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 />FIRST FLOOR PLAN - A <br />SCALE: 4"=V-0" <br />0 <br />0 co <br />m X , <br />trs t a- <br />-0 C) L <br />M CD <br />• g-; <br />N <br />QE <br />p <br />i <br />(t3 U) O O <br />`- d C: U += <br />0 <br />r LLJ <br />i <br />1111111�1 <br />�4�,t.01e <br />�� •, as - � <br />�. <br />-� <br />t�a�`f: �Fi6 i'4a Sty <br />9iV <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 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 />CO <br />E 'CO <br />4 O OM c0 h k <br />8 N <br />O N U J <br />V ur <br />0 7 00 E . W <br />N r4r-r-° Ewa <br />Q y <br />CU LLu E L <br />z a <br />IC103W <br />Z CID m30 <br />�- <br />°N=0 � <br />W <br />C,W rn ¢ Q <br />Z <br />O <br />ZLO <br />IL a <br />VaM ipZ <br />❑T <br />❑�❑W <br />1 Z N M <br />Z � <br />J <br />N <br />M <br />z <br />� o <br />�N <br />w <br />U <br />O- � <br />w o <br />N <br />� <br />r6 W <br />v <br />w <br />zE i <br />C) o <br />c 0) s <br />0 <br />®® <br />m <br />4 <br />co <br />w <br />co <br />m <br />o <br />Z <br />z <br />a <br />E <br />�� <br />a� <br />o <br />E <br />w� <br />Z® <br />g E <br />r0 <br />x <br /><¢ <br />o <br />O <br />o <br />a <br />N <br />i <br />wo <br />¢z <br />¢z <br />N <br />¢ <br />k <br />m� <br />O <br />z <br />F <br />QW <br />N <br />o� <br />Zz <br />ao <br />W <br />-0 <br />J <br />o <br />CO <br /><< <br />;o <br />a <br />0Ia <br />a 3 <br />0 <br />>M <br />�- <br />T <br />cc <br />a� <br />L <br />C) <br />(6 111- <br />M <br />.-IN <br />=3 T <br />d- <br />07o <br />Y <br />T <br />i <br />�-- <br />+-+ <br />0 <br />04 <br />NN <br />Cy)C)N <br />-� <br />Lo <br />CV <br />T <br />CIOz <br />v N <br />0 N <br />d <br />z <br />' (n <br />E M 2 <br />CIO <br />CIOE � <br />d <br />ui <br />U J Q Q <br />J <br />JOB NO : 22-02376 <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.