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38409 South Ave
Zephyrhills
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38409 South Ave
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Last modified
3/5/2025 1:22:33 PM
Creation date
2/19/2025 1:58:36 PM
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Building Plans
Street #
38409
Location
South Ave
Contractor
Saje K John Owner
Building Plans - Permit #
8004
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• <br />It <br />rd <br />0 <br />I <br />1 <br />EXISTING NORTH ELEVATION 1/4" = 1' O" <br />NEW NORTH ELEVATION 1/4" = 1' O" <br />PROOCUT CATEGORY <br />APPROVED PRODCUT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE OF FL. <br />APPROVAL • <br />STRUCTURAL COMPONET <br />42.6, LTT205 <br />SIMPSON <br />FL 4T4 R-1 <br />LSTA STRAPS <br />SIMPSON <br />FL ISOI R-3 <br />ROOFING <br />FLINTL46TIC GM6 <br />CERTAINRTEED CORP <br />FL 411 <br />MODIFIED BITUMNE <br />ROOFING <br />f16 OR 030 FELT <br />ATLAS ROOFING <br />FL 4064-RI <br />WINDOWS <br />SINGLE HUNG <br />FLORIDA EXTRUDERS INC <br />FL 42 - R4 <br />MILESTONE WDW <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT TOWN 4 COUNTY INDUSTRIES <br />FL SSW <br />WALL SIDING <br />VINYL LAP <br />CERTAINTEED CORP <br />FL I513-RI <br />THE CLIENT UNDER6TAND6 THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLE66, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING PPA60NADU ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIA15LE FOR C06T OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />I <br />�i <br />----------------------) <br />EXISTING WEST ELEVATION 1/4" = 1' O" <br />NEW WEST ELEVATION 1/4" = 1' O" <br />1/2" COX OR 1/I6" 060 ROOF SHEATHING <br />NAILED PER SHEATHING DETAIL WITH 60 <br />R.S. NAILS PER 614EATIANG DETAIL, USE <br />STEEL PLYCLIP6 AND 030 FELT WITH <br />GMS MODIFIED BITUMEN ROOFING. <br />2X6 02 YELLOW PINE <br />RAFTERS SPACE 24" OC <br />(1) 61MP60N 142.5 CLIP AT ALL RAFTER <br />TO WOOD WALL LOCATIONS, FILL NAIL <br />HOLES WITH IOD X 1 1/2* NAILS <br />2Xi WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA, SOFFIT <br />ALUMINUM SINGLE <br />HUNG WINDOWS <br />MINIMUM R-19 INSULATION <br />IN RAFTER CEILING AREA <br />DOL2X4 <br />TOP PLATE I/2" CEILING TYPE <br />GYPSUM BOARD <br />ALL TOP PLATE SPLICE MUST <br />BE MINIMUM 4'0" NAILED 4" OC <br />WITH 12D COMMON NAILS <br />DOL 2 X 12 '2 PINE WITH ONE <br />LAYER 1/2" PLYWOOD IN CENTER <br />OVER ALL DOOR AND WINDOW <br />OPENINGS <br />2X4 02 SPRUCE STUD WALL AT 16" OC WITH 1/2" COX <br />OR OSB WALL SHEATHING NAILED 3" OC ON ALL <br />PLATES AND 6" OC ON VERTICAL STUDS, COVER 1/2" GYPSUM <br />ION IN WALLS WITH <br />WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING 0 <br />/2GYPSUM WALLBOARD <br />TYPICAL 4' CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH Ai rrn 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED 601L <br />GRADE — — — — — — — — — — — — — — — — — — <br />2011 <br />SINGLE 2X4 P.T. OTTOM PLATE SECURED TO SLAB 1211 TYPICAL 20"XI2" MONO FOOTINGS <br />O <br />WITH 2 EACH "S REBAR ON CHAIRS <br />WITH I&XS" ANCHOR DOLTS 24" OC OR S/6"Xl' <br />SLEEVE ANG14OR6, USE I/2"X2"X2" SQUARE WASHER <br />2X4 WOOD WALL DETAIL <br />NOT TO SCALE <br />„ <br />I <br />B" MASONRY WALLS S' 0" TALL , <br />11 <br />11 <br />� <br />� <br />11 <br />� <br />„ <br />11 <br />I. <br />1 <br />EXISTING <br />11 <br />I KITCHEN <br />11 <br />EXISTING: �' $ <br />BEDROOM <br />11 <br />, <br />11 <br />, <br />,► <br />II <br />1 <br />, <br />II <br />, <br />EXISTING <br />i <br />EXISTING <br />i WINDOW <br />--------------------��---------------- <br />i <br />WIND OW <br />---------------' <br />1 <br />1 <br />1 <br />1 <br />EXISTING <br />FAMILY ROOM <br />1 <br />I <br />1 <br />t----------------- <br />EXISTING <br />REAR NORTH <br />WEST <br />SECTION <br />HOUSE <br />FLOOR PLAN <br />1/4" <br />m 1' O" <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRACTOR BEFORE <br />CONSTRUCTIONS BEGINS <br />II 1 <br />8" MASONRY WALLS 8' 0" TALL <br />II I <br />II 1 <br />I " ' <br />II <br />I II 1 <br />11 1 <br />II <br />' NEW ! ; EXISTING <br />DINING ROOM ; ; BEDROOM N <br />I 11 <br />REMOVE EXISTING WINDOW AND ENLARGE 1 1 <br />OPENING TO ACCOMMODATE NEW 3'0"X6'S" <br />1 <br />' INTERIOR DOOR UNIT i REMOVE EXISTING WINDOW I <br />1 1 AND CLOSE OPENING i <br />11 , <br />11 , <br />I 11 1 <br />II 1 <br />11 1 <br />11 1 <br />1 II I <br />rl1I ------------------,I1111II <br />-0 ---- --------------- <br />- ,„d---"--- <br />EXISTING FAMILY ROOM <br />I <br />1 1 <br />1 <br />1 <br />1 <br />I 1 <br />1 <br />I <br />I <br />`------------------ 14 <br />I <br />RELOCATE METER TO <br />THIS NEW LOCATION <br />O <br />ATTACH NEW WOOD WALL TO EXISTING <br />BLOCK WALL WITH (4) 1/2"X6" REDHEAD <br />EXPANSION BOLTS <br />1 1 1 <br />REFRIG I <br />1 <br />DISH WASH 1 <br />I <br />1 <br />1 <br />1 � <br />NEW 0 <br />KITCHEN ® o <br />F <br />1 IU <br />1 <br />1 <br />I <br />1 <br />1 <br />33 SH <br />11 211 <br />33. T6 <br />ATTACH NEW WOOD WALL TO EXISTING <br />WOOD WALL WITH (6) 160 NAILS <br />la'all <br />NEW REAR NORTH WEST SECTION <br />HOUSE FLOOR PLAN 1/411 _ 11 O11 <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRACTOR BEFORE <br />CONSTRUCTIONS BEGINS <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNS D TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION S03 - STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2004 - EXISTING BUIL DING <br />SIMPSON LTT205 ANCHOR WITH S/S"X1" RED <br />HEAD EXPANSION BOLT SECURE TO SLAB <br />THROUGH BOTTOM PLATE. FILL NAIL HOLES <br />TO STUDS WITH IOD NAILS. PLACE (1) AT EACH <br />CORNER AND AT EACH SIDE OF ALL OPENINGS <br />AND SPACED MAXIMUM 6'O" OC <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />a <br />RICHARD _. KIUf�EY P.E. <br />FLORIDA LICENSE NUMBER 31256 <br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 0 F THE <br />FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 <br />FLORIDA BUILDING CODE RESIDENTIAL AND ALL 2005 AN D <br />2006 SUPPLEMENTS <br />�y <br />Z <br />4� <br />Z�HHQ <br />wQ � Q <br />� mMM�O <br />Wco-0 M <br />OMB X <br />tip M <br />yZ�Ovb <br />(1% --4 <br />4i <br />a.,vN� <br />1 <br />ZNQM Nu <br />�W <br />O <br />r� <br />w <br />ao • <br />$M • <br />ula <br />>1 <br />� Sul <br />Igo- <br />4a -a <br />�Q tL.J <br />Uj tDD4� <br />u <br />a W- <br />0 <br />0 <br />r <br />cA � <br />o <br />i <br />CD <br />1 <br />Q <br />V! <br />WE <br />0- <br />O -fir <br />L ' ul <br />O <br />LIVING <br />181 SQ. FT, <br />PCB <br />I OF 2 <br />ARKAY * bAJ4 <br />
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