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36101 Stable Wilk Ave
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36101 Stable Wilk Ave
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Last modified
3/5/2025 2:37:05 PM
Creation date
2/19/2025 10:49:07 AM
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Building Plans
Street #
36101
Location
Stable Wilk Ave
Contractor
Lennar Homes LLC
Building Plans - Permit #
18398
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0 <br />INDEX OF DRAWINGS <br />SHEET DESCRIPTION <br />SHEET <br />No. <br />CS COVER SHEET <br />1 MAIN FLOOR PLAN <br />1.1 UPPER FLOOR PLAN <br />2 INTERIOR ELEVATIONS <br />3.1 EXTERIOR ELEVATIONS <br />3.2 EXTERIOR ELEVATIONS <br />F1 FOAM DETAIL <br />4 MAIN ELECTRICAL PLAN <br />4.1 UPPER ELECTRICAL PLAN <br />5 ROOF PLAN <br />6 FOUNDATION PLAN <br />7 MAIN FRAMING PLAN <br />7.1 ROOF FRAMING PLAN <br />�7 8 LINTEL DETAILS <br />SN STRUCTURAL NOTES <br />SN1 DETAILS <br />S3 STEM DETAILS <br />S4 <br />DETAILS <br />S5 DETAILS <br />S6 DETAILS <br />ST <br />STAIR DETAILS <br />ABBREVIATIONS SS RETROFIT DETAILS <br />D1 SECTIONS & DETAILS <br />A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated <br />Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room L WP WATERPROOFING DETAILS <br />A/C Air -Conditioner Ft. Footif Feet Rad. Radius <br />ADJ. Adjustable Ftg� Footing Ref. Refrigerator PA1.0 RODUCT APPROVAL NUMBERS <br />A.F.F. Above Finished Floor <br />A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.1 PRODUCT APPROVAL NUMBERS <br />ALT. Alternate GaIv. Galvanized Rm. Room PA1.2 PRODUCTAPPROVALNUMBERS <br />B.A. Base Cabinet G.C. General Contractor Rnd. Round <br />BF Bifold Door G.F.I. Ground Fault Interrupter RIS Rod and Shelf PA1.3 PRODUCTAPPROVALNUMBERS <br />Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector <br />Bm. Beam Hdr. Header S.F. Square Ft. r r <br />Bot. Bottom Hgt. Height Sh. Shelves <br />B.P. Bypass door HB Hose Bibb SHT Sheet <br />BRG. Bearing <br />Cir. Circle Int. Interior S.L. Side Lights <br />C D lZ a D; C; <br />Cig. Ceiling KNall Kneewall Flu�v "V I <br />Ci Control Joint K.S. Knee Space Sq, Square <br />Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine <br />Comm. Community Lay. Lavatory TB Towel Bar <br />Comp. Compressor L.F. Linear Ft. Temp. Tempered E <br />C.T. CeramicTile LL Lintel Length Thik'n. Thicken <br />D. Dryer LT. Laundry Tub T.O.B. Top of Block <br />DB Door Bell Mas. Masonry T.O.M. Top of Masonry <br />Dec. Decorative T.O.P. Top of Plate <br />Ded. Dedicated Outlet Max Maximum <br />Dbl. Double M.C. Medicine Cabinet TR TOWEL RING <br />Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER <br />Disp. Disposal Micro. Microwave Trans. Transom Window <br />Dist. Distance Min Minimum Typ- Typical <br />D.S. Drawer Stack M.L. Microlam UX. Under Counter <br />D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting <br />D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise <br />Ea. Each N.T.S. Not to Scale V. Shower Valves <br />E.W. Each Way VB Vanity Base <br />Elec. Electrical Opn'g. Opening Vert. Vertical <br />Elev. Elevation Opt� Optional V.L. Versalam <br />Ext. Exterior PC. Piece VTR Vent through Roof <br />Exp. Expansion Ped. Pedestal w Washer <br />FBC Florida Building Code PH PHONE W/ With <br />Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet <br />F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor <br />Fir. Floor Pit. HI. Plate Height Wd Wood <br />Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof <br />Fir Sys Floor System PSF Pounds per square foot <br />REVISIONS <br />08-20-15 1.00 NEW BASE PLAN <br />OP Y, Zk <br />12-08-15 2.0 FRAME-WAL REVISIONS kl '-4, �-C �10 C, 4,/;P, <br />% <br />C6 <br />'Nji, D& <br />Q)J�l -IAI <br />MEAN ROOF 15 FT. HIGH TYPICAL <br />FOR SINGLE STORY HOMES <br />MEAN ROOF 30 FT. HIGH TYPICAL <br />FOR 2 STORY HOMES <br />THIS DRAWING AND DESIGN IS VALID <br />FOR 12 MONTHS AFTER THE DATE IT <br />IS SIGNED AND SEALED OR WHILE <br />CURRENT CODE IS VALID <br />Notice to Builder & All Subcontractors <br />It is the intent of Designer/Engineer listed in the titleblock of these <br />documents that these documents be accurate, providing Licensed <br />Professionals clear information. Every attempt has been made to <br />prevent error. The Builder and all subcontractors are required to <br />review all the information contained in these documents, prior to <br />the commencement of any work. The Designer/Engineer are not <br />responsible for any plan errors, omissions,or misinterpretations <br />undetected and not reported to the Designer / Engineer prior to <br />construction. All construction MUST be in accordance to the <br />information found in these documents. Any questions regarding <br />the information found in these plans should be directed to our <br />Office at (407) 880-2333 immediately. No backcharges will be <br />considered for reimbursement by the Designer/Engineer without <br />2575 advanced notification and approval by the Designer/Engineer. <br />Payments will be made in accordance to the terms of the <br />agreement. <br />co <br />Z <br />a_ <br />Q) <br />4--J Lu <br />U <br />0 <br />V) <br />-E <br />0 <br />W <br />in cy) <br />0 <br />Co <br />C W cl) <br />E <br />0 <br />L) <br />2 -0 M <br />= cli <br />0 0 <br />Rig :C Qj <br />( J Q., <br />C, <br />:E u- co <br />05 <br />W <br />iiiiiiiiiiiiiii,im a) <br />-0e <br />(0 0-0 <br />< <br />A I <br />RD. <br />r <br />W <br />D W <br />�t Z:� <br />V� <br />St, ft.. <br />0 , - <br />Z W I—A"d - <br />' '�!� E <br />;0� <br />L—. Ne, <br />13 0,9- -0 1 <br />C, <br />U <br />OJ, <br />W <br />Z, I <br />0 <br />Z <br />r 9 <br />C, <br />ca 0 <br />tg':29 <br />E <br />0, CJ <br />—J <br />t3 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />0 <br />Z <br />0 <br />F-4 <br />> Lo ce) p <br />f 0 Ln <br />Z <br />V) <br />cu Ln <br />L- u- <br />fo <br />CL 00, <br />Z <br />< <br />Z E <br />Z C:) <br />WUJ <br />J C:) <br />0Z <br />2 <br />WE <br />� g <br />Z <br />08 <br />Z a <br />,UZ--. <br />,=)Zz <br />0 Z, <br />LU <br />Lu <br />00 Z <br />Lu <br />LU <br />8 in <br />Z Z <br />r <br />�E <br />Lr) <br />C/) <br />U.1 <br />Z <br />0 <br />-0 <br />N <br />Lr) <br />U-1 <br />-F' <br />:> <br />0 <br />0 <br />U <br />Z <br />0 <br />IA <br />F- g <br />X '0 <br />�UJ 2 m <br />0 -0 <br />Z 2� <br />LU Ce Z <br />0 <br />< <br />r'Q <br />. F� <br />Z <br />Z <br />UJI <br />--1 <br />Lr) <br />< <br />Z <br />90ZO <br />ro <br />< <br />Z <br />W Z <br />CY <br />Z <br />0 <br />0 <br />N <br /><r, <br />LU <br />< V) <br />Z <br />W <br />rn <br />0— <br />Ln <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO 2.0 <br />SHEET NO. <br />CS <br />
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