My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36690 Olde Homestead Dr
Zephyrhills
>
Building Department
>
Building Plans
>
36690 Olde Homestead Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 12:38:01 PM
Creation date
2/18/2025 3:21:56 PM
Metadata
Fields
Template:
Building Plans
Street #
36690
Location
Olde Homestead Dr
Contractor
Lennar Home
Building Plans - Permit #
4165
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
_ III �_I_ I _I I f I ■ <br />SEE PLAN <br />SEE PLAN <br />TRUSS <br />2 x 4 #2 SYP P.T. CONT <br />W/ 1/4" DIA TAPCONS <br />AT 16" O.C. W/ 1 1/2" <br />EMBEDMENT <br />CENTERED ON <br />UNDERSIDE OF LINTEL <br />SEE LINTEL PLAN <br />` 15/32" OSB, EXPOSURE 1 <br />SHEATHING ATTACHED WITH <br />OF 8D COMMON NAILS AT 4" ON <br />CENTER ALL EDGES <br />AND 6" ON CENTER <br />` INTERMEDIATE. <br />2x4#2SPF@ 16" O.C. <br />W/ (3) 16d TOENAILS <br />TOP & BOTTOM NOTE: DOOR'S TO BE <br />INSTALLED WITHIN <br />FRAMING <br />UNDERNEATH <br />BLOCKING - NO <br />HEADER REQUIRED. <br />2 x 4 BLOCKING AT <br />MID -HT - <br />INSULATION PER FBC AND <br />ENERGY FORM PROVIDED <br />WITH PERMIT SUBMITTAL <br />CLOSURE <br />N <br />N <br />N <br />Jj <br />0 <br />V) <br />Q <br />v' <br />N <br />2 x 4 #2 SYP P.T. CONT <br />W/ 1/4" TAPCONS AT <br />16" O.C. W/ 1 1/2" MIN. <br />EMBEDMENT <br />SEE FOUNDATION PLAN <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 9 1/4" <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25i <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S. H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <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 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 371 <br />S.H. <br />34 <br />54 X 50 J <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 J <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 />FTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />C;anarnl Nntac <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 />Chapter45 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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <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 />+26.6 / -29.1 <br />0 <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET OH SEE SN SHEET <br />t�Q 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 />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <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 "A1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO 23 <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />CD <br />> <br />ti O <br />O <br />co <br />Q23 N <br />Chi L a_ <br />L <br />M O M <br />V <br />W <br />Q O M <br />� � (DN <br />�i) <br />3'°-T',a� <br />(D Q ,B <br />C <br />U) O O <br />> > a_ - La <br />` J <br />J `<- <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />o E <br />a g <br />J <br />L <br />OV d 00� <br />N <br />N <br />_ 0. CD <br />v,N <br />M M y <br /># LL <br />O <br />N S <br />Q J 52 <br />J <br />LL Q w <br />13 J _ <br />Z m e <br />a. <br />a 0 <br />=ZC? <br />�i 5N( <br />MO <br />WC/5 T <br />�' <br />0:) <br />d <br />Z - NZa6LL <br />m w w <br />J <br />a N O U <br />Z <br />W <br />J to <br />❑ ❑ ❑ <br />V M � <br />z N o <br />o <br />z �UDz <br />o <br />Q <br />`n z <br />0 o <br />U <br />0 w g <br />M Y <br />V) <br />� in <br />M � <br />U <br />w J <br />F- - E <br />L 8 <br />i! <br />_ <br />U O N <br />Q 00 Y <br />0 <br />sm <br />ti <br />CD <br />OO <br />waZM <br />= <br />Q <br />®E z�o <br />~ E <br />CL <br />O <br />KU <br />�o <br />O� <br />Z <br />N ra <br />ap <br />w o <br />az <br />(a <br />N C <br />�Q <br />m0 <br />O <br />O¢ <br />z <br />Z <br />," <br />�uwi <br />to <br />3 <br />F <br />8� <br />z Z <br />go <br />CL <br />qw <br />W <br />T <br />WLLa <br />¢ O <br />r ~ <br />O <br />J= <br />wa <br />�o <br />a <br />co <br />v <br />zla <br />t: <br />o 3 <br />0 <br />c 0 <br />> (� <br />' n <br />r / <br />LO <br />c <br />cm <br />Q <br />00 <br />CO 0 <br />Ir -' <br />J <br />0 <br />Y <br />t <br />Cr x <br />l� <br />v / <br />W <br />m <br />T <br />*_0 <br />O N <br />CD <br />CD <br />L.n <br />N <br />E <br />c00 <br />O <br />Z <br />M <br />3 co <br />E T_ y <br />E <br />m <br />c <br />0- <br />U J Q <br />J <br />JOB <br />NO : 22-04746 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.