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ft <br />REVIEW DIED r)' <br />C11-Y C)" ZEP19riYRHi S <br />PkAN F-MMINF. <br />ALL WORK SHALL COMPLY Wl"4 <br />PREVAILING CODES <br />FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, AND <br />CITY OF ZEPHYRHILLS ORDINANCES <br />ABBREVIATIONS <br />A. B. <br />Anchor Bolt <br />Fir. Sys. <br />Floor System <br />Rad. <br />Ref. <br />Radius <br />Refrigerator <br />Abv. <br />Above <br />F.Pl. <br />Fireplace <br />Req'd. <br />Required <br />A/C <br />Air -Conditioner <br />Ft. <br />Foot / Feet <br />Rm. <br />Room <br />Adj. <br />Adjustable <br />Ftg. <br />Footing <br />Rnd. <br />Round <br />A. F. F. <br />Above Finished Floor <br />FX <br />Fixed <br />R/SH <br />Rod and Shelf <br />A. H. U. <br />Air Handier Unit <br />GaIv. <br />Galvanized <br />SD. <br />Smoke Detector <br />ALT. <br />Alternate <br />G.C. <br />General Contractor <br />S. F. <br />Square Ft. <br />B.C. <br />Base Cabinet <br />G. F. 1. <br />Ground Fault Interrupter <br />Sh. <br />Shelves <br />B.F. <br />Bifold Door <br />G.T. <br />Girder Truss <br />SHT <br />Sheet <br />Bk Sh <br />Book Shelf <br />Hdr. <br />Header <br />S. L. <br />Side Lights <br />Bm. <br />Beam <br />Hgt. <br />Height <br />S. P. F. <br />Spruce Pine Fir <br />BOT. <br />Bottom <br />HB <br />Hose Bibb <br />Sq. <br />Square <br />B. P. <br />Bypass door <br />Int. <br />Interior <br />S.Y.P. <br />Southern Yellow Pine <br />Brg. <br />Bearing <br />K/Wall <br />Kneewall <br />Temp. <br />Tempered <br />Cir. <br />Circle <br />K.S. <br />Knee Space <br />Thik'n. <br />Thicken <br />CIg. <br />Ceiling <br />Laun. <br />Laundry <br />T.O.B. <br />Top of Block <br />Col. <br />Column <br />Lay. <br />Lavatory <br />T.O.M. <br />Top of Masonry <br />Comp. <br />A/C Compressor <br />L.F. <br />Linear Ft. <br />T.O.P. <br />Top of Plate <br />C.T. <br />Ceramic Tile <br />L.T. <br />Laundry Tub <br />Trans. <br />Transom Window <br />Dryer <br />Mas. <br />Masonry <br />Typ_ <br />Typical <br />Dec. <br />Decorative <br />Max <br />Maximum <br />UCL <br />Under Cabinet Lighting <br />Ded. <br />Dedicated Outlet <br />M.C. <br />Medicine Cabinet <br />U. N. 0. <br />Unless Noted Otherwise <br />Dbl. <br />Double <br />Mfgr. <br />Manufacturer <br />VB <br />Vanity Base <br />Dia. <br />Diameter <br />Micro. <br />Microwave <br />Vert. <br />Vertical <br />Disp. <br />Disposal <br />Min <br />Minimum <br />V.L. <br />Versalam <br />Dist. <br />Distance <br />M. L. <br />Microlam <br />VTR <br />Vent through Roof <br />D.S. <br />Drawer Stack <br />Mir. <br />Mirror <br />W <br />Washer <br />D.V. <br />Dryer Vent <br />Mono <br />Monolithic <br />W/ <br />With <br />D.W. <br />Dishwasher <br />N.T.S. <br />Not to Scale <br />W/C <br />Water Closet <br />Ea. <br />Each <br />Opn'g. <br />Opening <br />W.A. <br />Wedge Anchor <br />E.W. <br />Each Way <br />Opt. <br />Optional <br />Wd <br />Wood <br />Elec. <br />Electrical <br />PC. <br />Piece <br />WID <br />Water Proof <br />Elev. <br />Elevation <br />Ped. <br />Pedestal <br />Ext. <br />Exterior <br />P. L. <br />Parallam <br />Exp. <br />Expansion <br />PLF <br />Pounds per linear foot <br />F. B. C. <br />Florida Bldg. Code <br />Pit. Ht. <br />Plate Height <br />Fin. FIr. <br />Finished Floor <br />Pit Sh. <br />Plant Shelf <br />F.G. <br />Fixed Glass <br />PSF <br />Pounds per square foot <br />Fir. <br />Floor <br />P.T. <br />Pressure Treated <br />Fdn. <br />Foundation <br />Pwd. <br />PowderRoom <br />REVISIONS <br />05-24-07 <br />8.12 <br />CHANGES PER RED LINES FROM SHAWN REED <br />05-29-07 <br />9.13 <br />CHANGES PER 05-25-07 RED LINES FINAL REVIEW FROM SHAWN <br />REED <br />06-04-07 <br />10.14 <br />SHELF REVISION & COLUMN RELOCATION 06-04-07 PER SHAWN REED <br />06-12-07 <br />10.15 <br />FLOOR LINE, SHOWER REVISION 06-12-07 PER SHAWN REED <br />02-12-08 <br />10.16 <br />WINDOW OVER ENTRY ADDED HVAC PLAN AND MODIFY GARAGE <br />DOORS PER SHAWN REED <br />05-13-08 <br />10.17 <br />ADD WINDOW PRESURE CHARTS TO FLOOR PLANS AS PER SHAWN <br />REED <br />02-11-09 <br />10.18 <br />CODE AND HEADER UPDATES <br />09-1-09 <br />11.19 <br />CHANGES PER RED LINES FROM SHAWN REED <br />'09-1-11 <br />12.19 <br />VALUE ENGINEERING REVIEW <br />03-05-12 <br />13.19 <br />BUILDING CODE UPDATE <br />08-28-14 <br />13.20 <br />ADDED ELEVATIONS "I'" & "G" <br />09-03-15 <br />13.21 <br />2015 NEW CODE UPDATE <br />05-02-16 13.22 <br />PLAN REVISIONS PER MARK KIPP <br />I M 17= INI INI ilk 118M <br />MOD L 3711 <br />INDEX OF DRAWINGS <br />SHEET DESCRIPTION <br />SHEET <br />No. <br />CS <br />COVER SHEET <br />1 <br />1st FLOOR PLAN <br />2 <br />2nd FLOOR PLAN <br />3 <br />EXTERIOR ELEVATIONS - FRONT/REAR <br />4 <br />EXTERIOR ELEVATIONS - SIDES <br />5 <br />ROOF PLAN <br />6 <br />1st FLOOR ELECTRICAL PLAN <br />7 <br />2nd FLOOR ELECTRICAL PLAN <br />8 <br />FOUNDATION PLAN <br />9 <br />ROOF FRAMING PLAN <br />10 <br />UPPER ROOF FRAMING PLAN <br />Ll <br />LINTEL DETAILS <br />SN <br />STRUCTURAL NOTES <br />SN1 <br />DETAILS <br />S3 <br />DETAILS <br />S4 <br />DETAILS <br />S5 <br />DETAILS <br />S6 <br />DETAILS <br />ST <br />STAIR DETAILS <br />SS <br />RETROFIT DETAILS <br />D1 <br />SECTIONS & DETAILS <br />D2 <br />SECTIONS & DETAILS <br />WID <br />WATERPROOFING DETAILS <br />PA1.0 <br />PRODUCTAPPROVALNUMBERS <br />PA1.1 <br />PRODUCTAPPROVALNUMBERS <br />PA1.2 <br />PRODUCTAPPROVALNUMBERS <br />PA1.3 <br />PRODUCTAPPROVALNUMBERS <br />PA1.4 <br />PRODUCTAPPROVALNUMBERS <br />MEAN ROOF 15 FT. HIGH TYPICAL <br />FOR SINGLE STORY HOMES <br />MEAN ROOF 30 FT, HIGH TYPICAL <br />FOR 2 STORY HOMES I <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 />advanced notification and approval by the Designer/Engineer. <br />Payments will be made in accordance to the terms of the <br />agreement. <br />0 <br />(D !P <br />'0 <br />Cq <br />V) (D <br />Q) C_/3 <br />4--J u , <br />C <br />U <br />L.0 <br />0 <br />F_ <br />E <br />0 <br />2 C, <br />0 CD <br />0 <br />Fn 1- <br />04 <br />a) <br />F_ E <br />Cl) <br />0) <br />10 C') <br />0 'r- (N <br />all <br />.2o <br />4') <br />U <br />ILL GO <br />-:5 -00 <br />iz- <br />.2 <br />LO 0 <br />< 0 <br />a) <br />q- CL <br />m< 6 <br />A <br />N-C B D C <br />:kc <br />r <br />th <br />hZ <br />Ze <br />L&. �Aj <br />W 4F 2 <br />4� <br />LU <br />pit <br />W _Q L <br />Z 0 <br />C� 6 <br />Z <br />W <br />F-1 Ell <br />To the best ofthe 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 />Z r4 <br />0 a) N <br />1­4 4.J <br />Lr) ­ <br />:3 C) <br />> (n M <br />1 CY) <br />4-1 <br />M Ln <br />CL in <br />in 0 r�% <br />a) — Ln <br />LL <br />Z <br />OL <br />00 <br />Z E <br />§ M <br />Z <br />C� F- <br />WLU <br />_J 0 <br />0 <br />C, Zo <br />LL <br />Z V) <br />U, LLu) <br />I 0 <br />>_ Z < 0 <br />ZO <br />Z Z 0 0- X <br />U X< <br />Z,, � Z, <br />� o,: L-9 <br />U M 0 L0 <br />C14 <br />8 �5 <br />2 LLJ Cl <br />C:) <br />F- R 0 Z <br />Z <br />CY) <br />LU Lul <br />C:) <br />Ln <br />r_4 <br />r_J <br />Lr) <br />_J <br />0;� <br />Z U 0 <br />LU in 0 0 <br />0 <br />< <br />LLI <br />U LLJ . _J <br />I.- �) M 0 <br />E - Z. C� U_ <br />-0 <br />(0 <br />Z <br />Z <br />CL LLI <br />Z52:OZF- <br />CY — 2!i" 5 Z <br />LU a Z 0 0 <br />LU <br />�, T <br />L9 - < U <br />F<- Lu <br />X <br />0 LLI F- <br />2 20 > 9 0 <br />LU U, 0 U_ Z <br />ZO: <br />LIJ <br />< , <br />0 CYX LL <br />X Z <br />Z <br />C) <br />> <br />< <br />2 !� UJ <br />0 <br />CY) <br />0 <br />" <br />C:) <br />rf) <br />C.) <br />LL <br />Z <br />. . <br />UJI <br />Z <br />,Z <br />0 <br />P__4 <br />_J <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />C S <br />