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3210 Moulden Hollow Dr
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3210 Moulden Hollow Dr
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Last modified
3/20/2025 2:45:07 PM
Creation date
2/19/2025 10:31:56 AM
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Building Plans
Street #
3210
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
9309
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d <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 />8 LINTEL DETAILS <br />SIN STRUCTURAL NOTES <br />LEA SN1 DETAILS <br />S3 STEM DETAILS <br />S4 DETAILS <br />S5 DETAILS <br />S6 DETAILS <br />ST STAIR DETAILS <br />ABBREVIATIONS <br />SS RETROFIT DETAILS <br />A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS & DETAILS <br />Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room WP WATERPROOFING DETAILS <br />A/C Air -Conditioner Ft. Fool Feet Rad. Radius <br />ADJ. Adjustable <br />Fig. Footing Ref. Refrigerator PA1.0 R UCT APPR <br />OVALNUMBEIRS <br />A.F.F. Above Finished Floor <br />A.H.U. Air Handler Unit FIX Fixed Req'd. Required <br />PA1.1 PRODUCT APPROVAL NUMBE S <br />ALT. Alternate Galv. Galvanized Rm. Room <br />PA1.2 PRODUCT APPROVAL NUMBERS <br />B.A. Base Cabinet G.C. General Contractor Rnd. Round <br />BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.3 PRODUCT APPROVAL NUMBERS <br />Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector <br />Bm. Beam Hdr, Header S.F. Square Ft. <br />Bot. Bottom Hgt. Height Sh. Shelves <br />B.P. Bypass door HB Hose Bibb SHT Sheet <br />Bearing <br />Cir. <br />Cir. Circle Int. Interior S.L. Side Lights <br />Clg. Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir <br />CJ Control Joint K.S. Knee Space Sq. Square <br />Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine <br />0 fli <br />Comm. Community Lay. Lavatory TB Towel Bar <br />Comp. Compressor L.F. Linear Ft. Temp. Tempered <br />C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken < <br />D. <br />U <br />Dryer T.O.B. Top of Block <br />DB Door Bell LT. Laundry Tub <br />Mas. Masonry T.O.M. Top of Masonry <br />Dec. Decorative T.O.P. Top of Plate VL/ <br />Ded. Dedicated Outlet Max Maximum <br />Dbl. Double M.C. Medicine Cabinet TR TOWEL RING <br />1 <br />Dia. Diameter Mfgr. Manufacturer TP TOILET PAPERTrans. Transom Window <br />Disp. Disposal Micro. Microwave <br />Dist. Distance Min Minimum <br />Typ. Typical <br />D.S. Drawer Stack U.C. Under Counter <br />D.V. Der Vent M.L. Microlam <br />Dryer Mir. Mirror UCL Under Cabinet Lighting <br />D.W. Dishwasher U.N.O. Unless Noted Otherwise <br />Ea. Each Mono Monolithic <br />N.T.S. Not to Scale V. Shower Valves <br />... <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 REVIEW D <br />F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor CITY OF ZEPHYRHILLS <br />Fir. Floor Pit. HI. Plate Height Wd Wood <br />LAN EMINER <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 ALL WORK VALL COMPLY WITH 0REVAILIN <br />CODES FLORIDA BUILDING COCA, <br />12-08-15 2.0 FRAME -WALK REVISIONS ND°TH' � � # <br />ORDINANCES <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 />I 17= INI INI Afk FISM 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 />2575 considered for reimbursement by the Designer/Engineer without <br />advanced notification and approval by the Designer/Engineer. <br />Payments will be made in accordance to the terms of the <br />agreement. <br />0r <br />Z M <br />O <br />O <br />_ <br />z O <br />Z <br />Q <br />O <br />CL <br />O <br />V) (D <br />Q) cn <br />+J w <br />M p <br />'U — <br />OLU <br />E <br />0 <br />to <br />in Cl) <br />U <br />0)M <br />Ilr <br />I.—E <br />U <br />a f0 CM <br />m -0 <br />N <br />O O <br />Z ai <br />to <br />O <br />0"-0000 <br />0 <br />am <br />Y <br />Q 0 <br />(0 0-0 <br />u1 0 e} <br />0. <br />Q O <br />B D® <br />\1JE <br />j <br />�0 0� <br />N <br />a�. mw <br />+yt� <br />a a .— r <br />3'� <br />' !61 <br />N Y C N O.0 Pf <br />UM <br />yV <br />F L <br />�,,,, PE S S1'�`' <br />�, <br />'0 <br />P <br />To the best of the Engineer's know a ,information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />O <br />Z <br />0 <br />> U) O <br />M <br />Q U)f0Ln <br />a V) <br />Q - Ln <br />U_ <br />CL <br />M <br />ZI— . <br />0Y U Q 00 <br />Q E� <br />Z <br />WJ C) <br />�R <br />LU <br />Z a <br />as <br />¢ <br />UzSOp <br />E U <br />Z U Z a <br />� ,iZ Z <br />Ua <br />F— <br />g l <br />Y o-O ip <br />also <br />O w N <br />Lu <br />W <br />off° <br />N <br />� <br />LL.I <br />z o <br />•> <br />V) <br />ZZ <br />= <br />L , <br />w <br />a <br />�3 <br />o <br />= <br />L r) <br />N <br />0 <br />U <br />0 <br />w <br />oJa <br />� <br />o <br />aFo <br />h <br />_J : <br />1N ? <br />�0� <br />x <br />Wood <br />_.�.....:.:. <br />t'V <br />Ucc80 <br />r- a°. a a <br />oaoa <br />A <br />1 ` <br />Z w J <br />az a <br />EC <br />Q <br />g�L.-� <br />Z <br />Z <br />W <br />.�-1 <br />Ln <br />W <br />W�wo <br />a <br />w <br />�a0� <br />J <br />rl <br />LU <br />cn 8 z o <br />U <br />Q <br />Z <br />< a o <br />a�z <br />Ln <br />Z <br />� <br />=z <br />o <br />g <br />= <br />¢Z <br />l <br />T-1 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />CS <br />T r r <br />`P�i C��'I— .. , ,.; , Jlug I.iaii.; i���. L �i.niim �rl`: u„.a iliaiuli�, i�. .i, I. 9a: i I .- <br />
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