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Home My WebLink About2002 S French Ave 04-375 Shed1 L\ef Permit No.: Job Address: Parcel No.: ;v f Description of Work:. Type of Construction: CITY OF SANFORD PERMTT APPLICATION' O 3 Date:) Flood Zone: PIA - Valuation of Work: $ Occupancy Type: _Residential Commercial _ Industrial Number { ti of Stories: , i- r r Number of Dwelling Units: — Zoning: Total Square Footage: — Owner. izai A orLime-yICC : 1mc, Address: P- C• &X 35J3% City: Lou iS y j Ile State: -- Zip: #0 d Phone No.: %d7 — p 45-- % 7 % 2 FaxNo.: 7a 7 — 9IY5-- 9 9Q Contractor: Address: City: Phone No.: qd - 7 -. 3 oZ 1-In'6 71 Fax No.: 41u, 3 a 1-6 to f _ t Contact Person: -E( l'_-f I [ e Phone No.: W, 32l ' F 7 Title Holder (If other than Owner): Address: 1.1 j jA Bonding Company: N J Address: / A tt^^ Mortgage Lender. M - Address: Architect/, Address: Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVI'I': I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acc ptermit is verification that II ll notify the owner of the property Signature of Owner/Agent Date 7ter/Agent's Name Print r Name signature of NotariStil AlolbAa Date Signature of Notary -State y Ji CornwAssim # Q0- 89791. 3 ' e Expires Dec. 26, 2003 Bonded Tbru lm ioBonam Owner/Agent is _ Personally Known to Me or Contractor/Agent is Produced ID X-4 PZ- _ Produced ID APPLICATION APPROVED BYI F F 3 Date: Special Conditions: Law, FS 713. Date 10A 44i1#IIONA SUSAN HALPENNY Notary Public, State of Florida My comm. expires Sept. 22, 2006 L p re w, w2Sly be ; V'o5ulr\ o ALJ S p3 Qtti fi o ik a"i ct. sdn'-dl , Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Personal Property I Please Select Account PARCEL DETAIL 4 = l Back Scminr>tr Ciw¢Hv N aprrtyv e lProisv r I -, + 11U1 IS. Nirsr tea. to i z • , snfnrrf t f, i'"'t 40 GENERAL 2004 WORKING VALUE SUMMARY 36-19-30-522-0000- S4-SANFORD 17-92 Parcel Id: 0010 Tax District: Value Method: Market REDVDST Number of Buildings: 1 PIZZA HUT OFOwner: Exemptions: Depreciated Bldg Value: $90,974 AMERICA INC Depreciated EXFT Value: $3,270 Own/Addr: C/O PHI TAX UN #760023 Land Value (Market): $62,490 Address: PO BOX 35370 Land Value Ag: $0 City,State,ZipCode: LOUISVILLE KY 40232 Just/Market Value: $156,734 Property Address: 2002 FRENCH AVE S SANFORD 32771 Assessed Value (SOH): $156,734 Facility Name: PIZZA HUT SANFORD Exempt Value: $0 Dor: 21-RESTAURANT Taxable Value: $156,734 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 07/1993 02621 0692 $375,000 Improved 2003 Tax Bill Amount: $3,298 2003 Taxable Value: $158,102 Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value SQUARE FEET 0 0 12,498 5.00 $62,490 LEG LOTS 1 + 2 BOYDS SUBD PB 1 PG 85 BUILDING INFORMATION Bid Year Gross Bid Est. Cost Num Bid Class Bit Fixtures SF Stories Ext Wall Value New 1 MASONRY 1974 5 1,860 1 WOOD SIDING WITH WOOD OR METAL 90,974 $136,803PILASSTUDS Subsection / Sgft OPEN PORCH FINISHED / 792 EXTRA FEATURE Description Year Bit Units EXFT Value Est Cost New COMMERCIAL ASPHALT DR 2 IN 1979 9,848 $3,270 $8,174 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. w 0 rE; '• A No C-4_ Tb &xisi ING t?P<RKiNIr OP- 2L)ILA,ry6- SCTSAC-S g R-M60C EY(Sn/V& 8xio po9T-MLE SHED ANO RE PLA,o6 W/T14 SAME. C} ANcHoR 1\1EtW i5Rr6—rN6CR6P— 5,40p. 13W&S. E XTG-(Zi o[. Op 5146 a NrE Q /dun GREEN ro A-rc U.S TLA HUT SHED iR6PLACE` TE [PLAN SCALC 1'`J2,01 Sent ey: T(TA s COUNTRY INS; 3867675075; Sep-9-03 9:0S; rage 4 n MT) 0,1/n142 A---ORD. CERTIFOC> TE OF LBABOLITY,RNSURANCE o R ATE - PRD°° THCATE 16 ISSUED AS A MATTER OF INFORMATION Town & Country ins. Agy ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 735 Dunlawton Ave HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 290065 Port. Orange, FL 3 212 9 IiNMMERS AFFORDING COVERAGE INsuM - - KfSURERa MID-CONTINENT CASUALTY CO - Halle Construction LLC INSUReRa - 18 90 Lake Markham Rd Sanford, FL 32771 R/SURERn: !' iNsullaa GVtlC./{ At,7C0 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUtREMEW. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WMCM THIS CEATIPWATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSIIMNCE POLICY NUMBER TIMEZZM EMIRATiON LIMITS -- X OENERALIJABIUTT 04GL000526909 07-14-03 07-14-04 EAcNOccURRENCE - f 1 000j00 X COMMERCIAL GENERAL UAW." CtAIIOIb MADE Q OCCUR FUZE OAMAGE RAIw one n_ret Mw EKP UIov one email e 100, 0 OCA f EXCLUD 9, 4 0 0 0 DED , PER PERSONAL a AOV MLRAV a 10 0010 0 CLAIM GENERAL AGGREGATE a 2 000, 0 0 GBWL AGGREGATE LIMIT APPLIES PER: PrroDUCTs - COMPIDP aGG f 2,000,00 POLICYPRO- LOC AUTOMOMMIJAIlo r ANY AUTO' COMBINED SINGLE LIMIT p: a s 13 f BODILY pOJtlfiY B+ er Pasole f ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY Ip& ° C"wMI e HIRED AUTOS NON• OYYNEO ALTOS DAMAGE tPerPawidewf QWU 1JAIRL" AUTO ONLY - EA ACCOMT s_ OTHER THAN EA ACC f . . ANYAUTO0 AUTO ONLY: I I AGG t' xens UABIUTY EACH OCCURRENCE f AGGREGATE e OCCURCLAIMSMADE8 V OEDUCTIBLE p p RETENTION0WORKERS COMPENSATION AND 9LIPLOYWt6' LIABILITY pw- TORY L1MiTn ER E. L. EACH ACCIDM e E. L. DISEASE - EA EMPLOYEE f E. L. DISEASE . POLICY UNIT f OTHER DESCRIPTION OF OPERATIONSILDCATIONS/YEHICLELgNCU)SMS ADDED By ENDORMiLUWJSPMAL PRUVIS NS i—.—.—.- f.vrvcn L AYWIMM"L PowmD: IN9NAER IFTIEIG _ Uftn%0=11^11 I%M CITY OF SANFORD SHOULD ANY OF TIW AWW OWICROM POLICIES BE CANdUlD EKE THE EXPMTWN PO BOX 1788 DATE T18> aw. TPM mUtme wwm wu Ra1 mwo To .MAIL ZQ— DAYa worm SANFORD, FL 32772 NOTICE TO THE CERTIFFDAIM HOLD61 NAWD TO TM WT. MIT MUM TO DO 90 ONMI. WO 6E 10 OMMATUM OR IIABRITY OF ANY KIND UPON THE WGUREIL ITS AGWIM OR livf lvi cvvo "ry &4; %v rna ai.auuu Vna.ru.u-annrvnLr Polkv Number. Date EnWM: 9/5/2003 ACORD CERTIFICATE OF LIABILITY INSURANCE 1 9/10/`° 20° Pltou=R insurance EM P.O. Hex 2787 2401 FROM= AVE. Sanford, FL 32772 407)330-3111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTENO ALTER THE COVERAGE AFFORDED BY THE POLICIES BEWdV INSURERS AFFORDING COVERAGE AF= TRA ==S NAIC # DURIMM HALLS CONSTi M10N, =c 1890 LA= HAMMM AD. SAtWM, SL 32771 INSURER B. DISUR RC INSURER M a4SURM E: TN6 POLIGirS OF INSURANCE LISTED BELOW HAVE BEEN ISMM TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE K I FICATF.MAY BB ISSUED OR MAY PF,RTAIN, THE INSURANCE AFFORDM BY THE POLICIES DESCRIBED HEFON IS SUBJECT TO ALL THE TERMS, EXCLUSION AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMRS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POiICYTARA°iER POLICYEFMCTNE P EXPIRATTW/ Lam GENERALUABtITY ECHOCCURRENCE S E RENTEDUAK4COMMLGENERAL&vJII St14TYCLAIMS MADE DOCCUR MEODWVUV ropwinnt 8 P013011AL A ADY INJURY S, GENERAL AGGRIWATE S_ GENRAGGREGATE UWTAPPLIES PER: PRODUCTS-CONPIDPAGG S POLICY PRO- AUTOMOBILE W18Lm ANY AULO CRAMMED SINGLE LIMIT 63 s ALLOWNMAUTOS SCHEDULEDAUTOS BODILYIN JURY PLYWWA) s BOOILYIkAM 1WNED HIaDAUTOS NON- 0AUTOS S PROPERTYDAMAGE Pef acow S GARAGE LU8ITTY AUTO ONLY - EA ACCIDENT S OTHERTHAN EAACC S ANY AUTO S AUTOONLY: AGG EXCESSAAMBRELLALLAMILITY EACHOCCURRENCES 1OCCUR CLAIMS MADE AGGREGATE S S DEOUCTUX 5 RETENTION 3 WORlIgRSCOtAPENSATIONAND wCSTATLI, OTH• ErPLOYERS LI Aeartr ANYPftOFf TORPARTNMtfflX9CUTIVE Urar[ wMFAarrrrEX WOEPT 9394A409 B/26/2003 0/26/2004 FI EACH ACCIDENT S 100 , 000 E.t_OISCASE-EAEMPLOYM f 00,DD0 B .ewamalnow AL L' ROVI ONS ELL DiSEAS'E-POLICYLWIT s 00,000 OTHER DESCRIPTION OF OPERATDNLS I LOCA")MS 1WHICLE9 / E][CLUBSONB ADOEO ST ENpO PAINIT / SPECIAL PROVISIONS CITY OF SANFOM P. O. BOX 178E SANFORD. FL 32772 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EAPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO,MAIL10 DAYS WRITTEN NOTICE TO THE CER103CA78 ROIDSR NAKO TO THE LEFT. an FAILM TO 00 30 SMALL IMPOSE NO OBLIGATION OR LMMQVF ART NOLO UPON THE OL41R M R8 AGENTS OR AUOLORtMORCID ESENTATWE LE-9LIE BRADBURY, AC#®$ 9 4 8 6 8 STATE OF FLORIDA , DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTIONINDUSTRYLICENSINGBOARD SEQ#L03042200298 The BUILDINa uuN'1r-A'-+vn Named below IS CERTIFIEDUndertheprovisionsof Chapter 489 FS. Expiration date: AUG 31, 2004 HALLE, ROBERT ALLAN 189E CONSTRUCTION LC 0LAKEMARKHAN RD SANFORDFL 32771 JEB BUSH GOVERNOR DIANE CARR SECRETARY CODESISSUANCE.OF CITY OF ,SANFORD. LICENSE QEPARTMENT SANFURD, "FL LICENSE TO` AVOLD u s rr 32772-1788 DO.E; LATE .FEE, AI 1 b1 t c r>"ddr`I` Nb k y A Yt 9.v i4 i k iSY i Rwl / A ffs L. I 27 Amount Paid: $ 25.00 OLHS200 0y1 v w M k.0 L 3 S 17, f \l 0 rG S A NO c,,+_ ro x si ,ntG 1 P RK1Nlr aZ t3urLA,q4- sEr3AC 5 96M60E EX I ST-11V& 8 x l o po T-a dL,6 S qF-p A N O REPLA,C6 VJM4 SAKE, X-rc z n or s E a i rEp /4unrM GRt, ro AATC r vsLpInit— U.S. ZzA HUT SHED ITC fPLAM SCALC S REVIEW D X SANFORD STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS Dedicated to makin; Florida a better place to call home' 1EB BUSH STEVEN .M. SEIBERT Governor Secretary December 20, 2001 Mr. Alex G. Martens, President Superior Sheds, Inc. 2323 S. Volusia Avenue Orange City, FL 32763 RE: Manufacturer Certification: Superior Sheds, Inc., 2323 S. Volusia Avenue, Orange City To manufacture: Residential Lawn Storage Buildings - Manufacturer I. D. Number: SSI-2220 This approval expires: December 31, 2004 Dear Mr. Mai -tens: I am pleased to inform you that the Department of Community Affairs has granted Superior Sheds, Inc., 2323 S. Volusia Avenue, Orange City Plant approval to manufacture residential lawn storage buildings for installation in Florida. This approval is granted pursuant to your submittal which was found by this department and your inspection/plans review agency to be in compliance witli the Manufactured Buildings Act. Building plans must be approved by your third party inspection/plans review agency before manufacturing the buildings. During manufacturing the buildings must be inspected by your third party agency. The buildings must also meet the wind speed of the geographic area they are installed. On site installation requirements are specifically and entirely reserved to local authorities. These requirements must be reasonable and uniformly applied as conventional construction. Based on Section 553.37(3) F. S. all manufactured buildings bearing insignias of approval shall be deemed to comply with the requirements of all ordinances or rules enacted by any local government which govern construction while Section 553.37(5) of the Act does not require additional approval by local government. A copy of this letter must be attached to the approved plans when making application for local building permits. Sincerely, awrence H. Jordan Building Official Codes and Standards Office LHJ:akd cc: Danny Kennemur, NTDI 2555 SHLIMA RD OAK, BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: http://www.dca.state.fl.us CRITICAL STATE CONCERN HELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT 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'U BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8' x 5" WEDGE ANCHOR CENTERED 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 AT THE 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 4-112" 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. 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE #30 SINGLE HI ANCHORS MANUFACTURED BY STYLE CREST OF FREEMONT, OHIO. M UPLIFT 2,000# OR EQUIVALENT. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY ANCHORS PER TABLE 4 THROUGH THE BOTTOM PLATE. 3. ANCHORS SHALL BE PLACED THROUGH THE BOTTOM PLATE AND F Table 1 Shed Ancoring to Concrete Slab T: Shed Width Uplift / Side of Shed Anchor Spacing / Slde 14'-0' 210 # / LF 5'-8- 12'-0' 180 # / LF 6'-8" 10'-0" 150 # / LF 8'-0' 8'-0" 190 # / LF 10'-0" NCHORS EYE AUGER IUM ALLOWABLE LER)LOCATE R SYSTEM. 2 Runner Spacing Shea Width X11 X2 X3 14'-0" V-101/2" Y-61/2" 6-11" 12'-0" 2'-6112" 6'-11" 10'-0" V-61/2' 6'-11" 8'-0" 9• 6-6- Values from end of joist to centers of (2) 2 x 6 skids only. 14'-0" wide sheds have (4) sets of skids. I Table 3 Support Footing Pad Spacing for Runner Blockin4For Single or Double Wide Sheds i Anchor Base Pad Type Shed Description Runner End Pads Interior Pads Size Type LW - PLF Type Spacing Max. Load Type Spacing Max. Load Type 14' S / D 4.29' - 343 INT. 1'-11" 1,8590 II 4-4" 1,945 # II 14' S / D 2.71' - 217 SIDE 2'-5" 1,411 # 1 5'-0" 1,4829 1 12' S I D 6.00' - 480 SIDE V-7" 2,298 # 11 T-9" 2,438 # II 10, S / D 5.00-400 SIDE 1'-9" 2,0324 It 4'-0" 2,132 # 11 8' S / D 4.00' - 320 SIDE 2'-0" 1,7860 II 4'-0" 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 1 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 --lity cement & sand 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. 2 x 4 BOTTOM PLATE NAILED TO 2 x 6 BASE 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" SQUAI 611. 3/8" 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" = V-0" SIMPSON HS-24 1/2- THREADED ROD W/ 2" x 2" WASHER & NUT (2,000 + CAPACITY)# UPLIFT 1/2' x 2" BOLT W/ (2) WASHERS NUT (2,000 + SHEAR CAPACITY) o' y GRADE w ..1 v SEE BUILDING ANCHOR DETAIL TYPE I OR It CONCRETE PAD W/ BLOCKING AS REQUIRED N 1/2" x 4' FORGED EYE BOLT SHED WITH SKID ATTACHED SCALE: 1" = V-0" STRAP DETAIL SCALE: N.T.S. 2' x 2" GALV. WASHER 1/2' THREADED ROD 1/2" COUPLING 1/2" 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 Spacing Of Auger Type Anchors For Single Wide Sheds 30" EyeAuger Anchor or 30" CD Coral Anchor Shed Size LW Uplift PLF End Anchor" Min. Interior Spacing 14'- 0" 7.00' 243 3'-0" 8'-2" 12'- 0" 6.00' 208 T-0" 9'-7" 10'- 0' 5.00' 174 T-0" 1 V-6" 8'- 0' 4.00' 139 T-0" 14'4" 6'- 0" 3.00' 104 Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor or 30" CD Coral Anchor Shed Size LW 1UpIiftPLFj End Anchor- Min. Interior Spacin •'" 20'- 0" 10.00' 347 3'-0" 5'-9' Load width of uplift on runner. Location of and auger or slab anchor. Anchor spacing example: 30' auger or 518" 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 of anchors. 4) The minimum number of auger anchors is (4). (1) @ each comer 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' > 1 V-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 to shed spacing outside the block but spacing can not exceed that shown In Table 4. CORAL EYE AUGER ANCHOR SEE TABLE 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 m o0iNtO0 Wa_ j oN I LL n m r^ J ? a f0 VJOjIV o wZ! vi0O% Cl) O W LL WLu CL W W Z m OMH0 Q od I.- W Z 0 W . Z¢tiF N LL N yMOLL w O CD o 13 j I.- W m LLI to o a OIL U w CO w " N 0 L Z m M EL J r clot, SEAL SHEET 3 OF e ALLM LAP So ALL MN IxA 2.4 BE IaA SE CETAL M.16-Ja 0 ALLAN A• ALLMJ.M L u2x69 Z- 2 z 1 9-PUCE -LA2'q & h- 7YS R R,E E Kst .r.>rE NAY MOM 6-07 FOR r`LTl LOADWY7 @EENTRAW-E COOPS DA Vli) LY7.. EILE DOORS Nr t z A BRCGAG o R Y r vP) I YAKS I 20 GALGE r< S G. M. FFESS RATES I9 '.''^ M- 2 x 6 STW AXED W-?I I I I CCNECTt GARK" CCOR 1IG" _LED A aNT FPA1.E`. I I vATE PT?. A T Bon O.,I R,-E Fi_. JDLIT i.rJ.c 7 BARES s-o To z c ND = I VAiiC J WITH C70' 7 SEip Vor o SCALE V" 2, AFE 2 e I BENT 2 x A CTRi Sf-I-r tY 777C[I CIIG J + / $ TL.O Florida M&nufvctttrcd Bid. Act : Lod adopted Coda and ao ZF a tT to the FotluW11r/.N Criac<zm)CPS F'q.N ST'6 W/ — rd NALS 2 x 1 Q"jjLtn P`_}T `' / /7 nlDT <;{'• ATl 374' Rw.CC CUM c-;-, 1 y, 2 x 6 s-AIL Occuparrry Allowable Hoorn / Wired ' clociry 1 _O Fire Raring, of Err. Walb C) MALE NTs _1';an e_ Z'L7-6 Allow. Floor Load 1 b Apprr. vu I te f1' Fa rrf 313fYp ovai of this D ammt doc aaC z-0 nc' m ACaC Au1oritc or Apprvrc any Deriariow X L I 1• From titc rcq I O R w X xtl II x1 FLOOR P AMI—Nv PLAN— SLALE VA' = r- ALL ware 5'4 L 9E MC - CABLE '4Ci%-. e WFE W'ra ALL WTAL 93ff5 + v11II J WIF4N > DIAGRAM ICPTIONAL ffL FC i- C) a3 RCS$ PI.A BOTH SCES ALL X' m 2 x 4 CCFSTR.0 TrN C ALLMAAI LAP SCNL` CN FRONT, ALLMJLM DOCA WN CN 9ACC rm"rementa cf applieabie State Laws . RJvt.ER 2. a 9, R-ATES FCP GJ•.1r K N LEND '- V<• RYW= RccpP G 2 x < a77(TA .RAT TYP, ALL ARgJnnl t\ 2 . 6 BENT RYP) SEE S6 WALL ELEVATL'N CMAL EYE AI_GER ANp{'jR SEE TABLE A RR ?AGia;l CORAL EYE AUGER ANCHOR ALE NTS{' E ISl, ANE EYE A AI•Yi-L.' P 1$E A F iP9LE A O'T SPACt•CJ r' SIP, PAEJX EYE AUGER Aft)CHOR S'jm NTS I x31 r--}— rr--- fNL) cl E\ 1A .Nd SKID VCfO I S SEAL_ V. = 7- 0' z-7 F JQE ELcVA nCNWITH WINDOWS AND DOOR S.vE' v<• = r I ) 9-D E AT KAE CS 9aj 3£ 6•aS OCR 2 , 1 `£ ACC= r I SENT ( TYT ' x•a SLL 1 WTTO, i EE OE' i ALS Pf CTYN 1 2x AEE? Jr rrY I x A le c BOACE TYP AT Fag, is . 7-7. NT1 LA Cr=A - I 2 z / 9777CM SSZ GALS FCR CCnnr,7CN SEE QE ElZI- TO, IT•N SIDE =1 EVATX WTTtwC^ArT •Irvnn.c D:1CRi AND SULE VA• - f M,co Js fiA KCP IA rrl+ N7T s-part+ FZ x 7 GALV. WA$6T General Notes and 5OedAC,8tbrts Fa Auger AnoM s l 9J117rC *'C" 2S 9-IAAL BE T.' KAE"TYPE (.A SN• laX EYE AUGER AN;}Ci5 V`AN--FACTLrM Br STYLE GST CF FFEET'CNr, O-K. MIA km ALLOWAaE UA FT 2.oMf CPT EQNAL W. 2 Ara3CYO t•' SYSTD.1 TO Gal PER LOZAL BtADr G CCDE tBv O..PLEPo LCLATE AND -ram PER TAaE < Tas T"E BGT7UA RATE 1 AN 9r U EE R_ACM TV+n_r+ TIE 1CTTOM RAT AND PLCCP. SS'Cu TAR F I' V-.T enru-r __ Tn l`Mr7."Tc n ICED'' TENT W 1- PROm gp CF .C6t To cafre S CF 0 2 . 6 SKM U!_v 'a 7 wcE JL µl SETS a4CC5 20 GA 7 . S GALV. 7CCN'NAtP,CN F APsa TABLE a St 'PoR FODTAIG PAD SpACNG FOR RUMkp 9--W C GLOCa\G FOR SINGLE (DR DCU2LE WIDE 9-EC T, S RATE_ i. w/ ! Tz) x VZ NALS ^ 2- 2 z / w/ lZ RYWO,"C A7•XG-CA BAS_ PAD h? r MO FFALXR C SPACES PV.E S-EDCF9'7 oiLTl FLJJtF_R - ENN 'AIDS r PACS S iY¢ LW - R-FI TYFE `.,"K7' 1 kvX LGADITrPE 19xACNG IAAx LGADI TY:EI I...`ya M LK^ 4ILI I I 'N. i TYPE f I sJ i - L i '• '=?y I I >-Z I .r[; t I I S=CTYXJ THP • :4 H= cT--R NUlra 1 t PAD SPAS. BASED QJ 75 PQ LNE RLS 5 PS= D_ Z LC'O Nc 5 La.(T": 9 MrAYIJLM ALOWABLE Rjt ER, SPAN nc h N BLCG:_. zA 9R+T 2 `.AEAC, rE1.CNTS LSr` 3c. AKMt APE -PnJ 5•IDTOEIC' 3CCK T—_ I Pz r nxnQw M'aA L ceo-.I W lgnl 20 G, 7 x S GALV 1 s 2' x S I r.7'Z I I ce.e oxlry arn r & saro—j NAJLM CP (?J PEA IF__ ro"I 1(x 8 . xi 2<N : cxrcre dodr cunv ce•*+=n1 L and caysel. oarry as•'°r d • rc S4 T 5 ?...aTC \ a • YI/ U^, ,. '.7 I•IALS 'N• \ I \r a•.A• •• 9vm0 m 207J P;F abr.etie SU oesa.re Sd aasve sral be »rC W ra. cmao.>°re ICI TYZ.CF+ r: C I{eLca \ L Rai Ixa' rpsa a v+a on reo>c Lien, „m, gv",.e. ^ ,y aeasue s 5 ran 2000 -sr. 7D Et77-fD,1 w/ 2- WI 2- isd .wr 7.MT1 NALs a e GrA&LE 4 AN -CR 76,07',G OP AUNT? TY?E ANr_I-0 S F-0R SI.C-L 511 Sr-+.; 51AMES•I R1A E STRAP W. 9 M 1ST _ >rm Art'ly a T.' CD Caal :v^iv I l„ ?</.ES CF FEPCEr w/:6< Tr r+A15 D-10 Sze I Lw. JWC, ?, I c`ro Anro I rJn rnsv :,.ora •-.1 y_ 0 hA' Fes` 'a'47Ca2l7YPEIf I 2-0 6CC 203 3 - OP7CNAL SEOT.CN a-c >ar 3' 5-7 3x CM _ G, nefal Notes and Speofic abonr Rv 20 11 Sn IL 120 SF Wxa Lwd fanal 36 01 s1 r, t Fm Pets and ba 51W be DBaUe aeelea R 30 P9 Fe•r_ ' 2 Waaz1 to 1W t. yl• nwy Sa<rexn ore 6 W ec7av Vad= raq.re a•d rym e e h-ll w/ 2-VI• 9Yea Scar' I of bl 3 2 e 1 —1 and rod M^•'g aa'N b, Aa.rPe grade Sotto o Sn cry ore 9'd7'v rrya x aaMoe a vaman me .. S Pcd and .Ar POrg Alba be 'Y7 c rlb!7 aU,r x0% a 267 aa7r a <' hp ao-g a.Or a 3,r Sbn dzn Srvs ba rnyafaa lean 002<• raa +noel elmiirn 315 Iro yoy, fi TTTeedLa7 mai la L— rW aro Sdvg a-W [e m Icvy - Sdry OL-5 z 314• usurer 1e d Saava" P'" 09-5 ,. P 1? as M] •+ar rgQ-,q Qgyyp ya 47 rya bl 7 N• rrs>rrzxn age -0 - I J,; 6 a va> 1x. en and - VW tr- ae5are +eared Pe ore o d''md Ttre m- n d a S r5 rvl oz a r..x*v* ti E a2 a Oaos Ease 4bld E- "A rove al Oau.xe x rd 1n'o9' and SMI Mw a a raa man 2 . < BENT 3TP T fix"^ EYE9a q.P S7A 2A 3/8' C 9aT W/ 2- ' WA_ {F d NJT Sa S T PAP I 0) 0I LFL,7 N W1 3' (COW LRFT RAT, r4 Pp F--_AO MO CONLPE" 9.A8 AT SPAQs T ( P=-R TAa- If SI- IFFY Wr.{ c D ATTA u=n AN"'-K`R=fG sS=.-T. S'?LE r V2' = r 1 901'TOM PLATE N11 37 TO 2 . 6 1145E I V— ID SPB x S ( 346q IFLFT RATT G FED r-CAD MO N'-- 3-A2 AT SP<-A G 1%-- 'A$: n aLIED WT H FI C)':Fi== MoyFD ANY'Hp-_. To r'• r:r-- XALE' I 17 T WEAMD FCO W / 2YI WAS ER & N_''T 7 Rri+C1rPAC;v( GRFT 16 L I - zA /-1 SE 9ALTAA! ^ MCA 7TALAea Zre Br W/ 2 WA9- EFGdNJT (2LXA+9E•A CAPAG`TY) 0-- CN R fT1F`EACED ILO (RACCOL. RNGa4$CN I CR ILT BCS.T W/ 2 WA$-emG PAD W/ BL G AS FeM 20N1 +9-E. R CJPACTY) '•'*• EYE BxT i SCAIZ HTS x A• FORGO EYE BaT luacsrE A7 GR SHE MTH SKm ATTAC'H=- 9= ALE 1 tZ = Tyr 9sTJ Wort. I 1 I.RFi / SCE CF S- E-, I.>,V L 9ACnG / S.`E A" -a m I I LF 5'-8' 7-- C W I I LF 6-2' C7- 0' S0 I / LF a' -a 5-d 20 P i LF II TA3t_1 2 RJr`t,E''3 SPAC G TA2LE D j rr11 [}' {•-tom( O D O n V U QED NQTH I x 7 x x, I C- a 1'-6 6'-a 6'-0' 9' I 1'-{. I L= . c.r a ton m nna. Lc+®om d and alga o sag arum. A< uv arnog e arx+e 37 avo• a vE . 2-31e rartsm aYu. kx 1 >,xY+a aWCv 9ai m d 50 I.Fli 3 5S(xb !At6r '.e+rry • AS't 7-Q6 (aiyjy a. 'near — Fa v on 2J P'9 w+d ar® r•Lf.OY - nrCtT d^(.^'Y S[Nar'J v+.,y Zee I uA.o:n n0 rBa I AO 119 t0 m Aa IJB' i CM' Pb tsRO a are [A' rte, b CbrR+ a anUoi al Tl.a mrv.xxn .xxraa, a alga aruv5a 1<I. (» ¢,goearn o>ra d vrd Iv s ' oa n, o ^ 51 Toe eope auurce. lv awow txro aaaamis n s to ye mrcerem 6aa A`x Soave FiarTcla A, cHpaCA1' (2.(;OOf) a WC 27 L-,- — 30' At.per Aror0.5 . eGv+r• 131 armors eaor ado 27-6= A > rt-F• 18 ®_o rn,n aem am IU arov ammnd n caxe5ma.m aam aces Fo sreas a cenla aoo1 ro v y aoaci, aA<w .Dooro.A ov can c:l c:z mar ^ , U , TARE 5: MAx)MW ALLCWA9L HEAD;R SPANS FOR . 42 .-INE caC S Tyre t zxA' A2 ere rl 1— 42 V' fl x -^ Tlge I t +!< YA• !-P : one w/ art•mo cacr y 'c' < 1 .• orrn ee+.r wn a 2'.A r110*oA ore] a -^e ooaan w/ 2- Yip T I il u r B- 1375 P'- 775 I YJ;= r i 2 S- 475 e- rl 5- 009 - 175 fats ' v an No S Lz Approved/By RICriARD L. BULLOCK/ f1 odWbr Bu:iding Flans _;. -;l T stECEi-,Q,- ONt,nr;ir{5 CF TlE FloridaCertificate FLDr4 ELt0•VG CxE I EDTT7a R_R A 50 MFH -10 LOAD Y''t 2 tMOZ STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS Dedicated to makin- Florida a better place to call home" JEB BUSH STEVEN A1. SEIBERTGovernor Secretary December 20, 2001 Mr. Alex G. Martens, President Superior Sheds, Inc. 2323 S. Volusia Avenue orange City, FL 32763 RE: Manufacturer Certification: Superior Sheds, Inc., 2323 S. Volusia Avenue, Orange Citv To manufacture: Residential Lawn Storage Buiidings v Manufacturer I. D. Number: SSI-2220 This approval expires: December 31, 2004 Dear Mr. Martens: I am pleased to inform you that the Department of Community Affairs has granted Superior Sheds, Inc., 2323 S. Volusia Avenue, Orange City Plant approval to manufacture residential lawn storage buildings for installation in Florida. This approval is granted pursuant to your submittal which was found by this department and your inspection/plans review agency to be in compliance witil the Manufactured Buildings Act. Building plans must be approved by your third party inspection/plans review agency before manufacturing the buildings. During manufacturing the buildings must be inspected by your third party agency. The buildings must also meet the wind speed of the geographic area they are installed. On site installation requirements are specifically and entirely reserved to local authorities. These requirements must be reasonable and uniformly applied as conventional construction. Based on Section 553.37(3) F. S. all manufactured buildings bearing insignias of approval shall be deemed to comply with the requirements of all ordinances or rules enacted by any local government which govern construction while Section 553.37(5) of the Act does not require additional approval by local government. A copy of this letter must be attached to the approved plans when making application for local building permits. Sincerely, awrence H. Jordan Building Official Codes and Standards Office LHJ:akd cc: Danny Kennemur, NDI 2555 SHUMARD OAK,BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: http://www.dca.state.fl.us CRRICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT 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 ANCHOR CENTERED 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 AT THE 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 2,00D# 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. i Table 1 Shed Ancoring to Concrete Slab Table 2 Runner Spacing Shed Width Uplift / Side of Shed AnchorSpacing I Side 14'- 0" 210 # / LF 5'-8- 12'- 0" 180 # / LF 6'-8- 10'- 0- 150 # / LF 8'-0" 8'- 0" 120 # / LF 10'-0" Shed Width Xt X2 X3 14'- 0' V-10112" 3'-61/2" 6-11" 12'-0" 2'-6 1/2' 6-11" 10'-0" V-61/2- 6'-11" 8'-0" 9"1 6'-6' Values from end of joist 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 Blockingi For Single or Double Wide Sheds Anchor Base Pad Type Shed Descri bon Runner End Pads Interior Pads Size Type LW - PLF Type Spacing Max. Load Type Spacing Max. Load Type 14' S I D 4.29' - 343 INT. 1'-11" 1,8594 II 4-4" 1,945 # II 14' S I D 2.71' - 217 SIDE 2'.5" 1,411 # 1 T-6- 1,482 # 1 12' S / D 6.00' - 480 SIDE V-7" 2,2984 11 3"-9" 2,438 # II 10, S I D 5.00' - 400 SIDE V.9" 2,032 # II 4'-0" 2,132 # 11 8' S I D 4.00' - 320 SIDE 1 2'-0" 1,786 # 11 4'-0" 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 # 1 concreteblock quality cement & sand II 2' x 14" x 22" 2,450 # concrete block quali ;cement & sand III 4" x 16" x 16" 3,600 # concrete block q, inlity, 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" SQUAI SII 318" x 8' FORGED EYEBOLT 3/8' x 2 BOLT WITH (2) WASHERS & NUT 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 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" = V-0" SIMPSON HS- 24 TYPE I OR II CONCRETE PAD W/ BLOCKING AS REQUIRED 1/2" x 4' FORGED EYE BOLT m GRADE ur j v 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)# UPLIFT 1/2" x 2" BOLT W/ (2) WASHERS NUT (2, 000 + SHEAR CAPACITY) SEE BUILDING ANCHOR DETAIL 2" x 2" GALV. WASHER 1/2" THREADED ROD 1/2" COUPLING 1/2' x 1-1/2" BOLT W/ (2) WASHERS (2, 0DD# + SHEAR CAPACITY) 1/ 2' x 4" FORGED EYE BOLT 30" HURRICANE ANCHOR Table 4a Anchor Spacing 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 T-0" 8'-2" 12'-0" 6.00, 208 T-0' 9'-7" 101-0" 5.00, 174 T-0" 11'-6" 8'-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' E e Auger Anchor or 30" CD Coral Anchor Shed Siza LW lUpIIftPLFl End Anchor" 1 Min. Interior Spacin 20'-0" 10.00' 347 3'-0' 5'-9' Load width of uplift on runner. Location of and 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 I 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 of anchors. 4) The minimum number of auger anchors is (4). (1) @ each comer 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' > 1 V-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 to shed spacing outside the block but spacing can not exceed that shown in Table 4. CORAL EYE AUGER ANCHOR SEE TABLE 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 2 m N oCY m O > P. t0 p LU 0) N INLL-00 V/O> 0ujo wz O N Z a Q N W LL W O W F WIn W W 0 Cl Z m O Hgo J co Fa- W Z 0 Z fn IX 0 LL ZQti W FzNLL ! N M J+OLLg Z Z OC: L CL a m LY t'- W tD W Z c) O M = X L) w ( 0w LL N o~ L. 2m3-0 J V a UIto tl - 5 SEAL SHEET 1 OF r ALUM LAP SO Aut"N 1z1 2xl BE 1. 1 Sc_ DEAL 6DW a ALUM 2)2x6B th- 2 x 19'A)OEI EkCLR d MAX WQiH 5--0' 2'YS R FTE ( `.LE NZN LOAD EEAFN V*EN r?frfUA -E DOORS WIDTH 5 B. b T;ACE DOOR rE WEE I GAPA_ OCCPS & DD-Eu- DOORS M 1 x d B2,OG jG O FJ:Y 1-YD) 20 GAUGE T x s-i,. PFE$S r ATES 12) :*R x 6 ST. 12O A' VA a? I C-T.rEC;p.I G .utArx Dzrn IJSALLJD I j 2xd IWx b I I I I vAFiCS PtTP. AxaCr- 2 . e FOinC. P.i T'E CST TO - i?.v n` I 2, AF¢. 2xd BENT 2xd 14' S H mpl.• with the , x / srLo Florida Manufactured Bid. Act and adopted Coder andsa END 2EVA J H_ Fcrt E A PCL USE s{ . to the Follo,vin Cri: ri " r s ShPS. N ST'0 W/ - Fd NALS 2 x I c'YTTO'n _ HOT KrNN 3/ 4' RYVO VE W" -fi- \ 7ypf•r 2 x s sf JAIL occupancy JLpancy A_ Allowable : floor$ / SW/ znd Vclociry 1 WAU ANC A Fire Raring ofErt. Wall$ SZAJ' NTS p/an ,: Ci S ZZ v6 Allow. Floor Load J a rcvaa Date Ain of MA) UL L41 ppsovzl of this D nxeent does T- 0- GC;CWXNL M asr PAC,, D,,iviom asLIE Froth ooze or the rcq S I O Td X X I I-1.. III I-l l—1 I IV It x' P— OOR FrP-AMIPI N SCALE V,• = i ALL YAq.r• 9 i L BE PC rA4 E AC1-Q YIFE W'rG AU WTAL BODES II II WRNG CtAGRAM i JAL gL'TPoC) PPESS S; AL'c NTs RA - BOTH BOBS ALL lrx,73 2 x / [ 'TCN r ALL1.*AA.1 LAP SONG ON FPCN7 ALLMW DOOR WN ON BACK FRAME D//Cr.O RCO''AAN''S``TR r-T10N sa pprovc any niremcnt- s of appbcabi i st= c l.a.rs dxd t.NnEP ' o I 2 x a P-CE PLATES I,- S- EDS CVEi S N LENG . YA* R ro FLCCFK 2 x a BOTTOM .RATE TYP, ALL A.,p•D) 2 x 6 "TrT (TYP) SEE SOP WALL ELEVATrN CORAL EYE <LOBJA A4kCKyi S = TALE PCP ^PACrJO) CORAL EYE AUGER ANCHOR S CAL.2 NTSr' SMiE FE EYE AL,CFji APC CF (SEE TABLE I FC R SPACWJ V S VGLE t%1E1JX EYE AUGER ANCHOR NTs 1 VA. ES lo'--Cr 70Z-G•1 INCH _! EVA71'l'1 WRy [K`OR SK12\^n'LI 4 I END cl 11 YYV c S n A - z'-- T ME EL EVA7YaN WITH W)NCOWS AND DCC1P SALE V<' TIYr) lar2ral Notes and specbQrm GeDeral Notes and SoeafiWK)r,SFor Aver Anchors t 9- 4-C `1G AN>OPG 9iN BE NCBCE F a F. TYPE AW SN3 E IELN EYE AUGER 010- C r.,ACTIFED a+ STYLE Cr{ST CF F>:E7.'CM. O-Ca F mr 201 1 ac R 2 ff MAXMAA ALLO.YAB E L.PLFT 2 Ltb1` ECLNALPT'!r. 1 Lid E rinh S I / ri. rx 2 A`4D-0t,C S1'S TO C'CtfAD PEq LCCk B1ACN" CCCE f6y CF.ALEPo lPm !) eR erd L'Rbra YW Oe aecxle acvkd {z adRbn to LCCATE N1 D-CPS PER TAx3.E < T J i++E BO'TCM RATE 2 P -- xd taa anal Ba 3JI, mYs samrrn ore 5 ay qwb. iu - and 7 e•x$ved w! 2-Vd' 3 AA4 9- u BE PLACED Tt *U-c}{ T`E BOTTOM PATE Anp Pm, a —Y - Ca rot syseM 3 2 x < ,1 ,a oa w., eIw tx Dam 2ada a wn n ore TA&E t S,--D A J-ICR7 t, TO CCNCFETE 5-Ag a B" U"'0 d»I x +vT,c a sanrvn.p- ,. 9fD wIIiN LFLFT / SCE OF 9-ED AnCJ-U7 9ALNG r SCE 5 R l Pro +.W ad.p NW ce Yz anv ttrd mk i vAm . 257 ,Pn a <' 10 s ID win a YT ,Im t°-J 2t0 I l tF c-IT dcm s,, W to na•Vaaxlvd hcm 0021' nd, NI-N k-- 3135 Ina mP,.. 12-c 80 J / LF 5-Z 6 Thy mTR9! b Wr. vn rW - Y31p N W be w Icfar_ U-7 W I / LF g-Sr Sdry gl- s x 3/4' 8'-7 PO P RUI }5 > 1 17 saen wm neNar Oda a110 LZ rvsx eA - 6-7 be' TABLE 2 R_T7,E•t SPACN TAE E hi J 8 N Y'N vrMrl a'<1 PVS 9W b- a dyMN T,, (bfml a a1 h]o'] ShM Ir a T ..rnxn • 1 E ebTe gab: 9 P... S a ,.lA 3aw crrA Es+ere- vail na.e a1 arsxxe r rxf Ir'oer aN Yql nrtw 1 -v v<a,• •w+6 n e •aM a s ,.., .m a 1 w n ox a1c w;, sa rt V hio mm 2xa c 1 9- ED WIDTH I X I X X 3 M'-4 T-D LZ 3-6 t7 5-t' C-d' APPRDV'D DOCUMENT VA- LES FPCM 910 D XS+ TO CENTEPS OF (2) 2 x 6 SKOS CN.Y •a'-C wcE c-E_' ItAl2 e'D GA. 3' xSGALV:. A) SETS OF 9[;5 PLATES U PER TABLE a SUPFC'RT ==T G PAD SPAG'NG FOR R,4,ECCNILCF ca&cr+ BLCCtwG FCR SNGLE CH DCJBLE MOE Sf r vSLOPE AT lac T CrBE711TSa T:. 5 ,RATE W! E W x L^ WI-S MO FfACEP. r 2 x 1 W/ t2' RYWCYA C R L 02 PY•E r S- ED CE93TP171J a AT•CJ- CA oA PAD h?E SPACERS72 T' rFtt TYPE Lwr - RFI TYPE 19'ACr,ImAX LO,,011 FE 9ACT4;a MAX LA01SPA-0 ST' QEdNALS02'tio.OLT.O, P 'l I ., n , 6P7P 2 1Y.=1Nam PAD DArM BA-- aJ 75 PS Lh'E PUZ 5,--;: DEAD LOAD A1,O s LA-<T=7 -. MAKTJJA ALLOWABLE "nSPAN 2 I•c AI- WFS LST37 Ag^r- A l M c lI A BEW, 7J TO ETU D 3CCK i i" r 20 GA 3' x S GALV. NAIFD PLATES (Z PER G?+EtTCN PATE 7 NALS \\ Y v,- R FTf. 2. NAj= r-Fl7„d1 TO B R}L1 WI 2- and D.r>Yernw Il.. v. Lbro•. MalertL x H' x S t72 I +ae•e Deer ar sv & e x 8 x ri 35LD i ca*ar=, 0..N N x.-. L •,ram Lid nOh m nxrg. 5vnsf m 2oCo Pg akweea arsrxe Sd acsvve ss3l ce -,S>r b, I•e.' Ivnam•ie I a sno 'ab reOY[ CrcJr t veswxe s +ev Pan 'coo PSF_ Wr.LCT'J r a_.: 'i Ar=P 2 x < I{ALEp I r y W1 2-. frd ODMe CN NNS LL .i a 5' OG r I SWSON LEA- 13 STP4P 9 Nr'3..F?IATE AA•£5 (ia FEACEf w)At.< rr, NALS 0PALE L'Pc II CPTKCNAL SEC".C1'N TA&LE 4 ANCF- M SPACLNG CF AU - TYPE AI\Y"-4DpS SNC'E --.I WcP_ ^= S STa S¢ e LW ILte. R-= n 4'cv !Mn nev :.Dan 2 e-Q 5, ar I 203 1 3s ' I o-r 1 --() 7 1 r< 3--c, THE" 1 H1 =A - R 2'-a' Arx 1 m 7-r, x < BiXirS i x I S11 YT6 T PDR3ED ---ea I Sll—i IF- 24 - r uuuu 2 x 1 eR T (TY•n i Ix4 F k S 1 x / V&, C BiAC£ TYP AT FO-f, C: 2s Y4)s CF Gam', 11_ 2 x A BOTTOM P_A;, SEE OETALS r{F I. OON. F;TON SEE LE E-EVATU, ' f.. SIo- =1 FVAT-N WR17:= WNDOWR s °^O TILE' 1Ja• . T-Q WvmvS FO7 rrCr\iA 1L:a r.qT SPaOWN rZ x 2" GALV. WAg$1 J STRAP -TAI SOJ - NTS 7 PEADED FCC V2' A VT BxT WI 2 WASHERS U=W +9-EAR CAPACT'O lI x a•-FCFGED EYE BOLT HJ44Ck.E AND-CR Tu S ,A F.. wAS11-Ps lr- BOLT W/ WAS- 49ZS & NUT SA. PsclJ 6-'PAP 1200t LP-1-1 N YS x 3' ( 2UI U'LFr RAT-3) FED FFAO MO CAVG'ET= 9J5 AT PACK PEP TAaE V aEr') WITH KD Al TAQH n AN^.' D GC-LE 1 YZ - 1-7 I 1 d T11 2 1 RATE NALTO ED 2 . FSSE03'8' x S ( 0N6g ZA'TK'il Feo I- ci•D MNTO O r Cb.e cAAPAT mAC,r,G TABS n WCTti R CX'•R ^= MhVF gNc' 1-rxa=-- -n nr--c SCALE. 1 r- .-T LZ TKEpLm FCC WI 25Q WA9- El & W7 2 KAP° GT` LRFT DETA _ 1210 BOLT, W/ 2 Wlg. BiS IALfT (000+94pA CAPACTTYj GRACE Lca: wdm a tin m nrrs. Laaon a and algv a slag ava. A„p.r scmp —Xn e 37sy> a YC n 2-3A' ^.sansm m's. Nus A 7V a 9 b- d m a ''S) "Ri 3 7-H Car3 1rlLtary P.- Q7 2). CIr9' +•YC 2ab rrxxloY nl a a Y.`A'x i[aC•q tT' :ry TrAt"va r.++ WM z- IMwoe I.. 113 ISO 10 MC01 JD Al V — bred aQ".9 are ,IB' to G9ttpr a a r«i A) Tin_ nrY,xxn nxrlLg a alga anovs 's al. (¶ G^. eam mrAd a Y D b s•n was n1 Ti'e nrvnxn adJe dtftdl% H ib 9.00r3v+ RA 5 6 darrv!nY9 a s IC' 3/E a.T'an901 xxl5 Arrin St sv Exvrcw A— [a m f2oV Wx 27 Le-y71 v 30- .Age. ATr s rn'v.+' 131 erws eaCl vJe x:SKNs. I,i 20'--9= u >-T 9 <-v xvn ma erd ara 111 ,rcro aroo,»a n cm earm ead+ sx Pa s+.rn .. _ nn . as o'oa4 arena to v.adan<ce aoa rM 000.v ca ma a mar L n ; n TABLE 5: MAX1MUIvl ALLONABLE HEADER SPANS. RNE H AC, u < Tyke l -- Txa' i2 dp «l 17 ar..cm :oictir C - T- l 2- TxA' prx, w/ >r a • 1 .- < " a 111• a rAn N. r Ewen a T.a' lyLJ ti [X.a naaBJ b u 9tblbnw1m•rY+m nacre ®S DL I I 6.- T1t°+. f FMr1' iyr 1 rT" W- zcc z' a- T, r j - a x I75' ui ;_ - 71- 3 - I s- oar 7- a75' Approved ByRIC'HARD L. S ',11 Cn Sr.P93+ x Tva I CA I CCNJF`c 21 e Pcrc EYE KLT I PAD W/ BLO7- AS FECO y NI0C% Ui6r Bu!ir,g FIa'; s L;(1.'M1i Si'EDE93Ja-c'lFfx 1„E'Sb SF+En Anm m ArrA TL 1 '. 7 n iti7 FloridaCertificate =;;"? 3 FECL*--M, •FTS OF CRAPTEP 16 OF T1 E PLo-IDA cOcE- ZW E TION r FORA501R 9 LOAD