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HomeMy WebLinkAbout141 Commerce WayJan-16-04 10:36am From—AIATRAK AUTO TRAIN Permit # - 0 1 —7 fab jtidfir•Rss: Description of worts Historic District: 4073306064 T-275 P.01/02 F-553 CITY of SA;WQRD PFi2MiT AMJCATION . asp rl q L &_a zellim—W: Yattteo€Wetfc PermftTypr- BuddipS-1-11 Ejoctdcd M irsti t SpdnkTetJAfarm Poo] Mee _ dear: I+IR kkud a—i/ of AArfl'S AdWdnfAjk atioa Chwge oFScrvice _ _ - T=mParaty pWe itanicat: Residt ist 1011Rs=sideutial R t N— _ (& EiucgyCMC: R+ogttit4NumbhWNe-w C=omntorCWa # ofFixuut s # of Water -&.Sewer Lim # ofCM$ Cues PtambiaWNew RffidmfiaLjfofWdcr_Clasets_ Ptttmdtiag 1RePadt"=-)!CesiUWtis%rC:oisl0-rxl P £aa V inctilsttiat _ T6tet Squat, Footage: ofSMrks: _ „ # of Dwelling U'uts: Flood Zone (FEMA faiarcguieed for other than 70 PareetB S- ! 7 - 30 - 5'a 0- 000b - oa 4n - - - - - Conummr Photle a Fad Bonding Company; Address• Mortgw Leader Address: $ Architeevengineer, - Pheee Address AppT-tj-i5hcmby-mM&taob=i -pc mstwdac wakic iseuanao ofa permit and thataU worts will-begr ed W timrtarWo&crbi ltdraniae has prior to testa 1 Ftl ataPmit -nM be UmumS,-e = wo pLUMBI LTG, SIGM. vir8< ts. PmIS. 7tit tAM 8ou as. HE TEM TANKS. andAIR r?tD canspLetian anQ IDAVIT L Wp[tllLoftl cfoprgoiag-iRfsmamioe isaeeprarraadgtar s}! Wmk wffVbb du'ac w taopli cVA& M aMbCXbh: laws . . TwfE=FO and - AKND4iG TOOWNER: YOURFAILMETO RECORD AMTMI &OF CQ&IMEKCEMEW MAY Pjr T DI 1fE1r31 F k`CNGPROPERTY. IF YOU MEND TO O81AnvYMANCtNG, CONSMT WaHY{}iR Lei iDSR Qtt-ANATYORNEY_HEFORERarnantwr-.y0Up C0%q4Ea4CEMEWT O%is unl - sdditiott to e_ndd emeass of this-Pamit.->heeamay_be aaditionalt-a pGcabktarhas piopercY ettaapfim ;ntree Pu6lic.isoocds ofdais_wunEc aad these majtbe-additi-hom ad-g mmt-mnlR Efitti eswaLx matmgpa dtsft'iets. s-ie, or fed q-agene;eg, Ac ceofpsmit iS Sigoatura W11114 Signauue ofConuuc WdAgcut Date Otv P MAgerac is : p y xoo m r„ Me 0, eonafemrtAgm tis etyona(Cy Kaowa to Ms -or. Produced ID r'1'Qj.- M ' - 9'L.-7y-QxU —Produced t0 APPL1C-AT APPROVEQ_aY_Btdg);Q, Jtv=t . IA Z • l- 0'-' Uut,lS: FD: utial ec Date)(initial & DateL (Iaitia! & Darej . nsUnkh & V=)& V=) SpeCial CdndTio: OL rt S S1 t Sl 9 x 1 c'15% U- ice, Jan-16-04 10:39am From-AMAK AUTO TRAIN 4073306064 CffY OF &AlORID-RUMD11 DWMOIN OV R/WILDER-AMMANT CONSTRUCTION -CONTRA -MG T-275 P.02/02 F-353 Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving Earn outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for We or lease; or building or improving commercial buildings, at a cost not to exceed $25,000. on such property for the occupancy or use of such owners alnd not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any inch structure by the owner -builder within l year after completion of same creates a presumption that the construction was undertaken for purposes of We or lease. This subsection does not exempt any person who is employed by or has a contact with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that persons license. For the purposes of tEtis subsection, the term "owners ofprop;rrty" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear.and sign the building permit applicatiom . State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your pwn contractor with certain restrictions even though you do not have a license. You must provide direct, onssite supervision of -the construction yourself. You may burTd or improve a one-fi milyy or two-family residence or a farm outbuilding. You may also build. or improve a coutrnercial building, provided your costs do not exceed $25.000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease_ If you sell or lease a building you have 'built or substantially improved yourselfwithin 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your t+espons ibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances- You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F-LC-A. and withholding tax and provide workers' competisation for that employee, ail- as prescribed by law. Your construction must comply with all applicable 4ws, ordinances, building codex, and zoning regulations. LVi 1114-h4 T - 9 ` C b j- bV. rn L I l /:; hereby state that I am qualified and capable ofptxfoiming the requested construction involved with the permit application filed I will assume foil- responsibrTrty as an O"wnerMuiilder Contractor, and will personally supervise ali-Work allowed by law on the permitted structure. t lAvald Y 0C / /u lder Signature Datc W'a _6 Print Owner/Builder Name i oy Si aturc of Notary—Statc of Fferidb Date NL Owncr is Pcrsonaliv Known to Me on has Produced ID OFFICIAL SEAL J. DANIEL WILLIAMS 3 t Notary Public - North Carolina BRUNSWICK COUNTY My qqmrnsion Expires r Jan 14 04 10:01a Engineering tL Planning 40?3305679 P.2e% wa - ZONED RI — 1 j N 69- W 40` E 150.00' cons, cufm •"" Y' I I q { 7,200 SSF. (laJ I f b J1 •1,j i. a i 1 M ZONED R \S OFFICE/w4REHOUSE VACANT001CtuneF.F.ELj 32.0 { I W X 1 = N xxt j- I I 4' X 10' DUW5TER PAD k ENC1 RAMP COMQ. CURB 2S' EXIST. SAN, LAT. B'w.l. —PBAA E1oSi P_ N. /iRtGl4110N UETFR - WATEj METIER `N 89- 36' 40' E Y- - - - r -1 1 - CO1M ME-RCE WJAY - E1asT. 9AW -SEWER co" c. "e I ZONED RI , f EXISTING BLDG. ' tiAWp Ap 51dN 12' . WT. OF MN IO BE ' Y ADM& CRAPE. FIL}- 75 Mt111. ( NANWW SGH CKV) : In' %) ALL LETTERS ARE -f sums-c-,,PrR MJTW. 2) Top froarm Of spat s(mwow Ammmmm cam" WAM Wm nA=mmov mw WIM IIEflECTORBiD EW-W N0.9010ER. b l i) eosrou voaua+ of s swu HAW A p g RUUTTUR= +c PEADO MHM Y Aly- 6ACKCRO" MIN BLACK ROROM ' votor : r v 92 TO 39Vd OL908ZELOO LL:91 POOL/DT/TO 0 SET UP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT. 5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED UP TO LEVEL. A 3/8" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2' OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN 'L' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND'L' BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8" x 5" WEDGE ANCHORCENTERED BETWEEN EVERY WALL STUD. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION, THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED ATTHE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) 1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE #30 SINGLE HELIX EYE AUGER ANCHORS MANUFACTURED BY STYLE CREST OF FREEMONT, OHIO. MAXIMUM ALLOWABLE UPLIFT 2,000# OR EQUIVALENT. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER) LOCATE ANCHORS PER TABLE 4 THROUGH THE BOTTOM PLATE. 3, ANCHORS SHALL BE PLACED THROUGH THE BOTTOM PLATE AND FLOOR SYSTEM. Table 1 Shed Ancoring to Concrete Slab Shed Width Uplift / Side of Shed Anchor Spacing / Side 14'-0" 210 # 1 LF 5'-8" 12'-0" 180 # ! LF 6'-8" 10'-0" 150 # / LF 8'-0" 120 # / LF if Table 2 Runner Spacing Shed Width X1 X2 X3 14'-0" V-101/2" T-61/2" 6'-11" 12'-0' 2'-6 1/2" 6'-11" 10'-0" V-61/2" 6'-11" 8'-0" 9" 6'-6" Values from end ofjoist to centers of (2) 2 x 6 skids only. 14'-0" wide sheds have (4) sets of skids. Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds Anchor Base Pad Type Shed Description Runner End Pads Interior Pads Size Type LW - PLF Type Spacing Max. Load I Type Spacing Max. Load Type 14' S / D 4.29' - 343 INT. 1'-11" 1,859 # II 1,945 # II 14' S / D 2.71' . 217 SIDE 2'-5" 1,411 # I W-6" 1,482 # I 12' S / D 6.00' - 480 SIDE V-7" 2,298 # II 3'-9" 2,438 # II 10' S / D 5.00' - 400 SIDE 1'-9" 2,032 # 11 4'-0" 2,132 # II 8' 4.00' - 320 SIDE 2'-0" 1,786 # II 4'-6" 1,866# II Note: 1. Pad spacing based on 75 PSF live plus 5 PSF dead load and is limited by maximum allowable runner span between blocks. 2. Measurements listed above are from end to end of block. Type Pad Dimensions Max. Load" Material I 2" x 8" x 16" 1,778 # concrete block quality cement & sand II 2" x 14" x 22" 2,450 # concrete block quality cement & sand III 4" x 16" x 16" 3.600 # concrete block quality cement & sand 2 x 4 BOTTOM PLATE NAILED TO2x6BASE 1) 3/8" x 5" (1346# UPLIFT RATING) EXPANSION BOLT INTO CONCRETE SLAB AT SPACING PER TABLE 1 SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1" = V-0' 2" x 2" SQUAF SIB 318" x 8" FORGED EYEBOLT 3/8" x 2 BOLT WITH (2) WASHERS & NUT SIMPSON STRAP (1,200# UPLIFT) 1) 3/8" x 3" (1,200# UPLIFT RATING) RED HEAD INTO CONCRETE SLAB AT SPACING PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: 1' = 1'-0" Load width on runner. Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report. Check with engineer if soil pressure is less than 2,000 PSF. SIMPSON HS-24 TYPE I OR II CONCRETE PAD W/ BLOCKING AS REQUIRED 1/2" x4" FORGED EYE BOLT m GRADE w o 1 > z a N SHED WITH SKID ATTACHED SCALE: 1" = V-0" STRAP DETAIL SCALE: N.T.S. 1/2" THREADED ROD W/ 2" x 2" WASHER & NUT (2,000 + CAPACITY)1# UPLIFT 1/2' x2" BOLT W/ (2) WASHERS NUT (2,000 + SHEAR CAPACITY) SEE BUILDING ANCHOR DETAIL 2" x 2" GALV. WASHER 1/2" THRFADED ROD 1/2" COUPLING 112" x 1-1/2" BOLT W/ (2) WASHERS (2,000# + SHEAR CAPACITY) 1/2" x 4" FORGED EYE BOLT 30" HURRICANE ANCHOR Table 4a Anchor $pacing Of Auger Type Anchors For Single Wide Sheds 30" Eye Auger Anchor or 30" CD Coral Anchor Shed Size LW Uplift PLF End Anchor" Min. Interior Spacing" 14'-0" 7.00' 243 3'-0"1 8'-2" 12'-0" 6.00, 208 T-0" 9'-7" 10'-0" 5.00, 174 T-0" 11'-6' V-0" 4.00' 139 T-0" 14'-4" 6'-0' 3.00' 104 3'-0" 19'-2" Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye AugerAnchor or 30" CO Coral Anchor Shed Size LW I Uplift PLFl End Anchor" 1 Min. Interior Spacin •' 20'-0' 10.00' 347 T-0" 5'-9" Load width of uplift on runner. Location of end auger or slab anchor. Anchor spacing example: 30" auger or 5/8" x 2-3/4' expansion bolts. Notes: 1) Anchor spacing based on a 150 MPH 3 second gust velocity per ASCE 7-98. Category B", Importance Factor 0.77. 2) For other wind zones multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100 2.25 110 1.88 120 1.56 130 1.37 140 1.16 150 1.00 3) All Measurements listed above are center to center ofanchors. 4) The minimum number of auger anchors is (4). (1) Q each corner of shed for sheds less in length than the maximum. 5) The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. Anchor Spacing Example: Anchor capacity (2,000#) 10' Width, 20' Length with 30" Auger Anchors receives (3) anchors each side. 20' - 6' = 14' > 111-6" 1) @ T-0' from each end and (1) anchor approximately in center of shed each side. For sheds with a center block move anchor toshed spacing outside the black but spacing can not exceed that shown in Table 4. CORAL EYE AUGER ANCHOR SEETABLE 4 FOR SPACING) CORAL EYE AUGER ANCHOR SCALE: N.T.S. JGLE HELIX EYE AUGER ICHOR (SEE TABLE 4 FOR ACING) SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. U Z mo0 O > N 10 p Wa-10" INLLNOY p mJF-- U w O N(W Z:xS N O W W LL WF uL U) 0 W n W W 00 n 3r U LU Z mO= F- go j od l W Z (9 Z O LL F- LU N a Cq2wvnUQ 2 O to to Dp ib(0 W Hwro Ww0Z Uwr` tv 0 LU j Z m QN o- i U U 1101 SEAL SHEET OF r Kim LAY EO ALLI N 1Xl 2x4 BE I x A SEE SAL M6,W a ALI.N 4' ALL.M1. A L n2x 66 lf-PfP :NE AND-O S TYPC.A-I 1 St,PYOT S713 W( > Fd NALS Co- 2 x 4 SIPP C- d G, T gl Notes and Spedficabyrgr, VAX w4r'H S-0' R3+ h- 7w 12 PIE PAC'AI N:N LOAD BEAW V*ENBJiAAN=E Doom aAAkGE DxF PS ALLE) 20 / n rt 21 SF Y . & 9 FDAc& vro Laay t a I rt - DDJB'.E R3CE6 I x e BgDG.G, O Of 1'YP) 1 cw 06. are b— fat to v»aue e®IW R mr- V x L 7S 2 -O 'm 10 ce 1r I - -Preoyv Qt,i. Yd-- oVA nPn-11-116w2-V4• I9 '.. n.ry w rol ZH2 z 6 STlO ALOE] FRaiES CNGaul" DccA i.S• Al -LED. I m I O7•+ELTED w/PPAX_ryT5 p e we+ and Loy tar...9 yy7 ce hartp Bade aa>tev enc.-n A B'ifp:q stwt ce eova a samnn to .. CC4. M7+ O T-0' C)- 5 Ttd. arcf weF ackC .Nu+ x Y2-..7gab W-wC`.: 2,5 a =' b ec1Eq w!h a 3'6• ekn I I _ p I S B aeeL ce rr'erxJsawa hon 0@<• crh MeW aArmrn ?TSAPEIne yam. l ILL ' j Imo_ a Tn-W ttel — la u/**vn Id ery lerp Mea ee m IcaY_ PT?. a x e CCTJ'E T 2 r. , BOTT CM R?-E Sera #---5 x 1d• u>v eeeoWavenz PLC7v' .CGT TO R.N'. N-5 x. + VZ l? rm 'vi W/ S+sPS`N Fs2<) x I 7 / M• rtaxYrvn roe wet - VAAFS (6-- CrTo2-')-+- 3 a v W v+ws e-b its " te o-mve tre w se txc o &f-o Toe wn- a as km vw1 to a atne Qra - END CI EVA ION WITH =. 2 SKID MpL}I S 4 m46 BTse Ptb al uevie re d antic e e "I ha.e Rc.F+a:. sera n .R wvk M e pw..,m d t w. t c'w Wrn ucsc R o 1m arse 2 x d BEE14T 2xc 2 s 1 B 2x R r - ', om ly with the 2x4 STL Florida MKnufvctured Laid. Act and adopted Cod" and E. E o n EVAT BT tt_c to the Follu+eir Cria ziib T' Rw.CL 1a. tTfirnuY7aNr 7}i>e /l 6 ss_RA7. Occuyaarry A/lomabLe ttf uors / Wind YCLOC7'tl' / 0 _ W l 1 ANC; , C-TAB Firr Raring ofLrr. WaUr SCAENTS l ", & "S / ARou. Floor Load( 1 Sb Apprcvaa Date AlO17f q 4Q-' J MAXl. 4,A. 4 GiH j pprovzl of this Dnmatt d4sc Jse if 2-0 ac 3137SPAKAuthorizeorApprnrcsnrDeviationzI X+ (I I I Fromthe rccinimmmts of applieabLel LJ Smtc L_a.a LJ s I II o R X Xp ( 2x4 SRX'c' .RATES FCR. SiLE V<' -_ i ALL WPVIG 9'4ALLEE AC tl/ CAE1- 1'-A-Q WVEWnHHAUMETALByFaIIII WIR,NG C( AGRAM iCPTK? NALCT ) SJLE: NTS 7z3 R£ P, P- EOTH SDES ALL JCP4TS 2 x 4 4• ALLmNk" LAP SONG ON RCNT. ALLhv&M CCCR 9cN CN BACK L E AT * E Y 9E/JT FK)G . r' TP oCA i--X--'- )CT- x END FI=VATKCN a SMD MOD=1 P SCALE' Vd' = 11 Z-' fTw) I L LUL- LiLLI II1-- 1 WTCCJJI ! 0.:= .yEP 2x 4IFA=, 2 . 4 P CT- 2 x1SU SEE DETALS 6- 7 (MAX) L_ cc-ECTCN Frx 3/1' P_YY,= F CCPK' I I = ELEVATIO'JWITI-1 WIN'WS AND D'P I Y ALL APK%JNGI 2 + F BLIT TTYPI SEE So- 111 ELEVATYN LXRAL EYE A,,'P 4C_Lo P IEEE TABLE 4 PCP SPACN,) CORAL EYE ALJG=R ANCHOR KALE HTaf: SPACt PF_M EYE AI,GF' 1i AND-CR (SE-, TABLE dFW 9PACI.GJ v SINC'I ZtElJX EYE AUGER ANCHOR sc. ENTS I Iz/eIF I 17t- 2 x aBENT ( T i 1 x 4 V1,0 BRa TYP AT PA01 2-7 YrtF CR GPEA I 2 x 4 B7TRf.t P, A SEE DETAILS PCP COrrr-TpN SE ROE DLEVaTpv Ymu Elf} =1 F'VATiJ1'N ArtT TT `^ N(DaAlGYam'+" FrAi I:CA+.rA+D. ALE' )Id' - T-C- NOT 94:h^ r 2' x 2 GALV. WAq$ Y I 1 _ 20 GA 7 x 9 GALV. NAL_POi RATES 0 PER FCR 1.6E 9-COVIN N SAPSCN TP35 RATE W/ 6- W x 17 NALS !, 2- 2 x 4 W/ V7 RYWC M nsy ri. NTO FEAD P i' CR A , IR Pr•E PACER' 9 -XN STQ IW, W rd NALS It' O 2'xc PTia.ME TYPE I SECTION THE x'f- x0:>LE * = '- O 20 G, 7 x SGALV 1 NALED PLATES 0 PER Ss. P",,,7T TP35 PATE a TO - RM 2x4• N4t'T7 I O::ACEa JT W/ &'i'f6d w/ z- [T6d w/ 'r /r 0 ram-, I, C N NA1Sr-J as e O.0 SAP A- E STRAP 0NT-- 7x QAr j .Ax S CP 1"F? LFJ6 W. z NaIS YPF 11 OPTYJNAL SE-=N TH? RD H 1-+=A+=+ sG+ TE 3B 9.PC- 2u S jAFF ' rv. yac Y5i 2- BaT' W/ 2- wA3ETS b WJT 3-x3'( 20W LlP' 4TT n; PED FE.AD Nrrc CG— S_49 AT3AC7.G TAli V S' -n V<TH K1D AT T Ar:'•'T-n PN" -nyyl s SALE' + V2- 4 BOi, CM PLATE HALED TO 2 x 6 BASTI1IfP3'6 x 5 ! i1dfF lkil- R, K FE +-F NTO 1 Cb.C E SA.S AT SIICIG 4 cc fl NTH =LO iREMOVEDANr- I-+cY'a=T' TC, AL" 17 7!4=-ALP ROC WI 2?Z WA 9{a a ILT A01'ILT T SE_ B. AETG AND-CR 0:= T/-I5?YZ BaT W/ 2 WAS} d aDO0 S9- A CAPAC" 1rZ Tl-FEALm PCO GRAI)E . 3S+G W Pra>.rr. .. CO1.PLt' 1 TYPE t C' Ss. AS VZ BCLT W/ 2WA9HiS FG- 24 PAD W/ BLcc G AS PEOD B t-r, STRAP Do--TAI2000Ni9-P} R CAPAL7TIT Efl EYE BaT SCAM NTS z r'FCR M EYE BOLT - ANCHaq WTI-T SKID 67TACF-F37 3ZALE 1 17 - 1-0• Genef2l Ng= 0 X1 Scedficat For Aunt- Anoho S 1 B-UPC AMSORS 9-AU BE M<ELc HD C.TYPE ow E PEl EYE AIIGEP A7S7-CSS M<MFOC11f£D By S'nlE CS S7 6 F'EEi0,r, l7-4 haAXMIAAy1!?1dA.ElE I.PLFi ZDMI at EaNxBLT. 2AND-UNG SYSTEM TO CPOJxO PER 1-0: AL R1Lt)NG CCCE DEALER LCCATE A?4D<)P5 PER TART A T1 Pa-'N T14E BO`TOM RATE . a AAD1'TS SKALL BE PLACED THRD7 G H T?E 977TCM RATE ANC PLCC'P STEM TABLE t S-M AN,.F- M< TO O TE SJ48 9© WOT1+ I.RF'T ! SUE CP 9{-DIAICItZR 9ACTG 14fi 2:J !Lc 5'' II-( r S01 / LF 6- a' LEA I L II- 3' TABLE 2 RUI ER SPACAJ i TABLE NMI 9-ED WOT14 x ( x x Td'-O T-n u7 7- 6 17 6-Y 2 2-5 V7 6-T, ti-{Y I -6 VZ 6- 11 APPROVED" DOCUMENT VkLES P`GM EW CF JDGS TO CWr-cr a= 0 2 x 6 SKW ONLY n' WLE 9S6 kn\'E A) SETS Cr 9 TABLE 3 St1 RT FOOT\G PAD SPACIN., FOR RiJNNEi BLOCaC FOR SNGLE OR DWeLE WDE S-FM 9a ilOv R.6J'E.RI A C--R EAR PADTl r - - I UU PADS hr =_H:Ft PACSSZE TYP- LW. - RFTYPE ISAQV" MAX LOADI il•P M1VCMAX LOAD TYPE I I 1 IGHx I 6'- C n 4es I PAD S'ACr\ G BASED CN 75 PS7 PLUS 6 PSE LEAD LOAD VC s LA.rTM- BY MA)WLM ALI0WABLEB_N'Fs' SPAN B='T14EN SL03K- 2 NEASi,EEIA=_NTS L= A SN_ APEPFC" Es.Jj TOEno Or O KrYDe P DrTnvae I ma, Lava -- I Nal- 1 1 2'. e z 16 1 177B 1 1 az+aele tx n a4env mr+,sv 6 sale1 2' x u x 22 2<S3 i arw e oa* walnv cer•=ru G saro s e' x 5 x ' 367J 4 osone v..eeN ce-+eiu & rc Easetl m 20J PSP elowabe Id veuze S6i vastre sal to .e'Ea.. 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Cb'eN WT /R'np enO.p 10 Yr fCddG M OePe tlCG O.A ]6aOry Tom^ T! m[w-,b matLLJ TABLE 5' MAXIMUIJ ALLOWASLE HEAo-R SPAN 5 FCR r2 RNEc-EADEPS T- I ?- 2x4' 12 t1r'r. i ice S 2- 2'<4' ' psbv,/ 12' ar 11" 2 pop eme' vn h a 2.4 b me botlOn wl 2- Y'J I i z 1 mnr.b, rail a: S TH.b I Htr'Jr+' Typo I F+ eepey _ 1 8' 6- )AJ a_ ELW A S- AF F- 77S 1 6- dF B'- 7T A' 5- OOC' 7- 3,F 4'- 21; C Dater an No. 5/ an No. Approved By RICHARD L. BU',' OCKodui6rBuilding Plans _;..:1:';;:, et.EDES5'9-GMKFECN G I R,(MA * 2W e Florida Certificate ,.• I;;, . _ PCR A 150 MPH W'eA LOA3 12 DUE 11,01py PLANS RMEWED CITY OF SANFORD Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Personal Property i Please Select Account PARCEL DETAIL ALI< < Back ) r Srmin(AC Cc)unt % aa rIv n u, CO Arvtrei 1101 K. Hind St. Sanford Fl. 32771 2004 WORKING VALUE SUMMARYGENERAL Value Method: Market Parcel Id: 35-19-30-524-0000-0290 Tax District: SANFORD Number of Buildings: 1 ORMACK WILLIAM J Exemptions: Owner: Depreciated Bldg Value: $195,068SMCR & Depreciated EXFT Value: $13,136 Own/Addy: MERRITT JUDITH K Land Value (Market): $46,469 Address: 2704 HARBORMASTER DR Land Value Ag: $0 City,State,ZipCode: SOUTHPORT NC 28461 Just/Market Value: $254,673 Property Address: 143 COMMERCE WAY SANFORD 32771 Assessed Value (SOH): $254,673 Facility Name: Exempt Value: $0 Dor: 46-FOOD PROCESSING BAKE Taxable Value: $254,673 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 06/1995 02928 0452 $52,000 Vacant 2003 Tax Bill Amount: $5,379 WARRANTY DEED 07/1990 02199 1241 $120,500 Vacant 2003 Taxable Value: $257,845 ADMINISTRATIVE DEED 09/1987 01885 0307 $280,200 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 29 SANFORD COMMERCE PARK PB 31 SQUARE FEET 0 0 25,816 1.80 $46,469 PG 67 BUILDING INFORMATION Bid Num Bid Class Year Bit Fixtures Gross SF Stories Ext Wall Bid Value Est. Cost New 1 MASONRY PILAS 1995 6 7,205 1 CONCRETE BLOCK - MASONRY $195,068 $219,795 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL CONCRETE DR 4 IN 1995 8,475 $13,136 $16,950 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. l f you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=351930524000O0290&, 2/18/2004