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HomeMy WebLinkAbout1000 Rinehart Rd 12-001`0 Rlt =BY: D CITY OF SANPORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:� Documented Construction Value: Job Address: )ccc rRd Historic District: Yes ❑ No p Parcel ID: 3a- i g - 3O -309 _ CO-) A —COoQ Zoning: Description of Work: Il ece Plan Review Contact Person: ��US� a.(r(.� Title: //c�� Phone: � - S - ��� �- Fax: �O -�o?� - SG 3 `j E-mail: •S� /'y) f93 77 `0 Property Owner Information Name &tA na-4; avt- 'h ('t V1Ahone: Street: / D O(D Resident of property? City, State Zip: 51911- �(51(. 3,),-)--7 ( ContracXrnlormation Name e > )th, 14 Phone: 3S- ° e- b,)_ Street: �('� /C% ��� -L�l �� l�YZ Fax: 5r" City, State Zip: State License No.cu b Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ �- Square Footage: No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Fax: E -mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: 'Shed_ No. of Stories: Flood Zone: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler /Alarm ❑ No. of heads: /1- aco1 Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 AFFIDAVIT: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee ed on past permit activity levels. Should calculated charges exceed the documented construction vale hen the executed contract is submitted, credit will be applied to your permit fees when the permit is relf Signature of Print �/Z/y )�� xl� a�- - Date Signature of Contractor/ -genl Date 1/2-6 /11 Date ° NOTARY PUBLIC -FATE OF FLORIDA r�7'5590 Expires: ,x;1:::. 2'3, 2012 `.KONDED THRU ATLAN TIC BONDS CO, IIZ - Owner /Agent is Personally Known toe or Produced ID _jam Type of ID cv. APPROVALS: ZONING:' UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: 7rintCo to ent's Name �gna a of N ry-State of Florida Date NOTARY PUBLIC -S 'ATE OF FLORIDA, "' SusIll F, Lombardo Commissiw. —!, DD7 25590 E,— ;res: i.H "F. 28, 2012 "NDMI TABU AMINTIG I30.'VDING CO., INC. Contractor /Agent is V Personally Known to Me or Produc,,ed ID Type of ID WASTE WATER: BUILDING: , Seminole County Property Appraiser Get Information by Parcel Number Page I of 2 Account _00ol Personal Property I.Please sq!�5.� ­1­.I., ­­­.. http://www.scpafl.org/web/re—web.seminole—county_title?parcel=321930300007AOOOO&c... 9/16/2011 N SR 5 DAVID JOHN FM N. CFA, ASA PROPERTY E APPRAISER SOMNOLE COUNTY FL, 1101 E. FIRsT-sT SANFORD. FL32771-1458 407-665-7505 VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 32-19-30-300-007A-0000 Number of Buildings 2 2 Owner: AUTONATION IMPORTS OF LONGWOOD Depreciated Bldg Value $1,302,779 $1,321,762 Own/Addr: INC C/O RE/LEGAL DIV Depreciated EXFT Value $538,594 $547,696 Mailing Address: 1000 RINEHART RD Land Value (Market) $3,180,317 — $3,180,317 City,State,ZipCode: SANFORD FL 32771 Land Value Ag $0 $0 Property Address: 1000 RINEHART RD SANFORD 32771 Just/Market Value $5,021,690 $5,049,775 Facility Name: COURTESY HONDA Portablity Adj $0 $0 Tax District: S1- SANFORD Save Our Homes Adj $01— $o Exemptions: Amendment 1 Adj $oL $0 Don 2702-CAR DEALERSHIPS Assessed Value (SOH) 1 $5,021,6901 $5,049,775 Tax Estimator 2011 Notice of Proposed Property Tax 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values . Taxable Value County General Fund $5,021,690 $0 $5,021,690 (Amendment 1 adjustment is not applicable to school assessment) Schools $5,021,690 $0 $5.021,690 City Sanford $5,021,690 $0 $5,021,690 SJWM(Saint Johns Water Management) $5,021,690 $0 $5,021,690 County Bonds $5,021,6901 $0 $5.021,690 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 09/2002 04558 0099 $1,539,100 Vacant No 2010 Tax Bill Amount: $101,434 SPECIAL WARRANTY DEED 06/1998 03453 0816 $5,279,300 Vacant No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON-AD VALOREM ASSESSMENTS WARRANTY DEED 0111993 02594 1461 $750,000 Vacant No Find Sales within this DOR Code LEGAL DESCRIPTION LAND SEC 32 TWP 19S RGE 30E BEG 571.09 FT E OF W 1/4 COR RUN E 582.64 FT S 589.67 FT TO NLY R/W OF RINEHART Land Assess Method Frontage Depth Land Units Unit Price Land Value RD S 69 DEG 11 MIN 37 SEC W 577.75 FT SWLY ALONG SQUARE FEET 0 0 454,331 7.00 $3,180,317 CURVE 365.83 FT N 24 DEG 16 MIN 01 SEC E 628.04 FT W 163.07 FT N 22 DEG 48 MIN 53 SEC E 392.53 FT TO BEG (LESS RD) 10.43 AC BUILDING INFORMATION Bid Num Bid Class Year Bit Fixtures Gross SF Stories Ext Wall Bid Value Est. Cost New Building Sketch 1 MASONRY PILAS 2002 20 30,937 2 CONCRETE TILT UP- MASONRY $1,108,102 $1,664,755 Subsection 1 Sqft OPEN PORCH FINISHED / 104 Subsection Sqft OPEN PORCH FINISHED/ 1107 Subsection I Sqft OPEN PORCH FINISHED/ 260 Building Sketch 2 STEEL/PRE ENG 2002 0 9,621 1 CONCRETE BLOCK - MASONRY $194,677 $300,080 Subsection i Sqft CANOPY / 390 Subsection i Sqft CARPORT FINISHED / 1320 http://www.scpafl.org/web/re—web.seminole—county_title?parcel=321930300007AOOOO&c... 9/16/2011 Date: 10 L(-Y- Business or Project Name, Address: /C�- OOOJ City of Sanford Building & Fire Prevention Division Fire Plana P®eview Service Fees Tel: 407.688.5050 Fax: 407.688,5051 Permit M O © a Contact Name: Contact PIS Plan Review Information [6onstruction ❑ C/O ❑ Fire Alarm ❑ Fire Sprinkler ❑ Hood ❑ Tank ❑ Paint Booth Total Fees: '1 5- .° SUPEMOIR SHED, INC. SALES ORDER AGREEMENT TE STOCK P.QANUF / I SERIAL # PO a SOURCE BUYER • LAST NAME FIRST DAY PHONE L� 0 7 NIGHT PHONE CELL i CIO ADDRESS 02 hlJ�a INSTALL ADDRESS IF DIFFERENT z o CITY S6,v COUNTY 15em 1$IP ()00) V" -- SUPERIOR ORDER LOCATION SALES REP LT A4 L_ _s STYLE SIZE COLORS WINDOWS VENTS ELECTRIC WALL DECK C) IV 1 1 //�� ! cf X1� 1_3C ) )j7 %�% OF �° G'1 r %� / _' HEIGHT 3 // PEAK BODY IR M1% % v r� [ 7 AC HOLE RAMP GARAGE DOOR ENTRY _ SIZE MHD RHH ADD I DOORS: W X H STD LHH A4 y) 12 H h+ OTHER / MISC: FINANCE: Y N` PYMT. 0� COMPANY: / r PRICE: S i ^^ TAX: $ G' _ TOTAL: 5 (c�`� !� DEPOSIT: $ E A V �-' )� v •� i \ CR CRD CK Z CASH BALANCE DUE: s _3 3 WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO DELIVERY SITE? _Y N ADDITIONAL FEES/ INSTRUCTIONS: r AJ d �_ J12) 7 AMPLE ROOM IS NEEDED. FENCES. SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS CONTACT YOUR LOCAL MUNICIPALITY. BUYER RESPONSIBILITY. A 5700.00 FEE WILL BE DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME OF PURCHASE. THIS IS A MANU CHARGED FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. BUYER ACCEPTS RESPONSIBILITY FOR FACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED P =f DAMAGE INCURRED BY OBSTACLES THAT HAVE NOT BUYERS INSTRUCTIONS BE AWARE OF SET BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE BEEN REMOVED. ANY SITE PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BLOCKS WILL BUYER UN STANDS ALL TE 141 ND S DI ONS OF THIS AGREEMENT. BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST BUYER: FOR DIRECTIONS AND LOADING INSTRUCTIONS. Signature / C� P 7 le b� DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE - - -- -- Print Name UPON DELIVERY. UNITS WILL BE HELD AT LOT A MAXI- MUM OF 3 WEEKS PENDING DELIVERY. UNLESS PAID IN FULL. BUILDINGS MANUFACTUREDTO SPECIFICATIONS �' DATE: _SUPERIOR REP f+�� �y� "5— Pr WILL HAVE A 2016 CHARGE FOR CANCELLATIONS LOT ADDRESS- GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR 0,4 v SHEDS. INC. UNTIL PAID IN FULL. COLLECTION COSTS, —� - - -- - -- INCLUDING ATTORNEY FEES. WILL BE THE RESPONSI- BILITY OF BUYER. PHONE. _ ! 0FFIci STATE OF FLORIDA PERMIT # DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" CHARLIE CRIST Governor September 14, 2010 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave. Orange City, FI 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: November 9, 2013 Alex Martens, THOMAS G. PELHAM Secretary It is my pleasure to inform you that Superior Sheds, Inc, located at 2323 S. Volusia Ave., Orange City, FI 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part1, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they been reviewed, approved and indicated [on the cover sheet of the plans] for compliance with the code by your Third parry Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site - related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced visits at least once a year. You must grant complete access to your manufacturing facility and records to maintain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.florida building. org) for online renewal. If you have any questions you may contact me at 850 - 410 -1566 or our FAX at 850 - 414 -8436- Please visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Building Program cc: National Design and Inspection, Inc. 2555 SHUMARD OAK BOULEVARD ♦ TALLAHASSEE, FL 32399 -2100 850 - 488 -8466 (p) ♦ 850 - 921 -0781 (f) ♦ Website: www.dca.state.fl.us COMMUNITY PLANNING 850-488-2356(p) 850488-3309(o • FLORIDA COMMUNITIES TRUST 850-922-2207(p) 850-921-1747(f) HOUSING AND COMMUNITY DEVELOPMENT 850-488-7956(p) 850-922-5623(f) CITY 9 F Sfk,�,m, NREVIEW -ORVICES FLWI-�;�.';";'�'!G AiHU DEV" PERMIT # A.2— oo a] of f 1EW" ITATM SS Mri N rAfl {Art SS i 2umb MOTH OJ OU or EASEMONT.: VALE 0" VA 11 QU1rWr14tOV%1L11D1E' MEVADTH AMO --4r-.WA L OATC:. MT SA7MH NEV ACCE" PRUVOED TO FLOFODA POWER. go " MEV M A. GMM SOME WI EA3%[1 TO 12FT MAX,K01T. WM NT LUTED TO.12FT MAX MQKT. L Van-Z EASELCK' TO 0 BE @ROWDO PER NEC L WTX. FDCNO VArM MW '*' " ;wAm MEVOE, SGREWPPNO IfirM FOOT R.0 W . a EASEMENT TO K NOWW (BORROW Prr'�O. 1) Z'PLA4TM NOT .- IA" Lr. 1.57, AC V4 FOOT TAKING A 4& f WAR' ..... . . . . . Fr I L OCHRANE z U ;w E RU SITE DATA L OCHRANE I Consulting Engineers 0� IIIII111Hill 1Natl ilii too III Rio IW11IN sit IIII THIS INSTRUMENT PREPA ED BY. RYWE NO CLEW „EW VF Clk -.IIT T Name: i I]O(1 vtiW. � Address:l � OLE ,��'y SEMINOLE COUNTY c�; n,� F tku's; f ipgl tate of Florida FLORIDA:SNATURALCHOICE CLERKS S 411 240111029-08 REINED 09a'26t ekl11 10 %0:4 AN RMBING FEES 10,00 NOTICE OF COMMENCEMEWD BY 7 Saith Permit Number Parcel ID Number (PID) ��� 1 �� ' 3�� � 00� tq 00o U The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT `,rl ect OWNER INFORMA' Name and address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor s Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE IDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, A C N RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMEN E T MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF,,YOU TE D T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM ENCI W RK R RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORI N OF EMI L 0 L OWNERS SIGNAT E OWNERS PRINTED NAME "(NOTE: Per Florida Statu 71 .13(1) (g), owner must sign...... and no one else may la ;r:itted to sign i l his or her stead." �e /_� The for_e_g`o' g instru ent as acknowled /g..ed before me this day of '1 y�- , 20 by ���I/� �— Who is personally known to me Name of person making statement v' Ar OR who has produced identification f�r�t� type of identification produced VERIFICATION PURS�JANT 2U' SEC ON —.525, FLORIDA STATUTES. UNDER PENAL FIEFS OF P RY, I HAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BES F D AND BELIEF. ' /` z CtKll LU UUN1 SIG6)-AT/ORP OF NATURAL PERSON SIGNING ABOVE WARYA MORSE ItCU1T COURT i0ltl,� pUP'LIC I �tthiiYt(? TY, FLORIC h` COmmi4 I.2d, 20,2 . I ,Iil tI3RU 1•:1'1dISfTIU llOYIANG GUy]T4i"i. Notary Signature dti� I I P1 FR . P 26-,-2 Do 0i - .. (2}2z4SPRUCE HEADER S .. . C7}zxs a?PtraEsmE ` _ -SETUP AND INSTALLA7 )ON'OF SINGLE WIDE SHED - aEAVinoz _ NCV LOAD BEAISNG % .EN - .2 z4 3E1tr - . nfOSlaTnz GARAGE OCORINSTAI.L� - HlaLC3tiG is PLIC -Dw . Zz[BETlT(M.) AWaaVUM EAVE .. - hiOVEMENTTO PLUM ORSCUARE UU.`OTTC MUSE Fes_ PROPEFTITLUr: ETC, ..� 71tT.004. ALIPaNIf:f PCCF .. I .t2 ]x48W0001G�857TT (.RP.) 211 G.13'xa CrALV..`I.VL�J "Z ONCE UMTis SOUANEANOTHS HIGH SPOT GFIRE GRCUND 1SESTA8UShWTHE QS- 20 GAUGETxs PLATES (J)PER lD.YtECRCv - G.tLV. r"":E55 _ -'.. - _ BUO-CWGISBLCC�CYMGi SPOT.WOL-VV- VV BUCtDwG 6. . i f .my f ..FLiTES (1)PErZ CANNECfICN .FOR HEADrR USE Ed fIp1MC.Y aRCUGN7 k1P TO LF/ELANO BLCC�Tr{ENTHE CcN7E.4'OFif1E'BIALCLY.IS BF�UGF.T UP 1 ' 'SLW'rjT.V 73 ?uT=wJ '•� - .. ,-<� - T'aCALSLOPEAT 1QC - 10dz1•VZ'NALS THRUO -. TOLV -tE� BLOC(ED,/1710 T:fN 5H1A0A�. .. 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MEY_3fYT 117C:r.OD3 2z48ENr RA AES l� AND Al7GE4a1:CNOR.VLFASTEIr=DWrM VZ'xZBCL7,. - - YVINCCWOPFl:ING - .ENR:ANC -�0.4S DOORS3 2 e)' CONnEC -d tvl.70d CG /4t;GV 111 - - S: IF UNIT ISM BE A77A6z"DTO C1Nfw 4ESLA4;THE Bl11LIHGLS5FON 57aB SC1AtED 070f/�DO9 S,a9 FOR G4RArc OCORSE ml Bt P4C'.: - is LIP TO ItVN A32 HOIEIS TA LD NTri HAY Et ORRl INTOC NCFETc i -1Q C�RLA 'I.t UDa9 ImuHLE DGaRS 1 1m I'vES TYPE] SECTION THRU {]FADER -aS 7 H EraGLTSFASTENED rLSDUG+sorroM PLATE ANa a)+l eRAGM7 OR P_rP.4z4 C."`LY`ECT ROCR -• Zza00T70U E - IX, 7r -0_ 9bPSON STRAP. L4 PLIC- c90VE4 1B'wEDG- At+CR7R Atf1'z r2CLT 1S THFN 9A'P - OAR UN ?3U'LDINl15ED ANCXH3r6;z5'4'1r:')F`c ANC!'ARCc?!1 -cP© 1CISTTO RUNNER Yq .. �. Wlrc FAST . .... SON HS2a STS ATrACHMElr OETAL6 _ xxx BENT HEtv✓c31 EVERY WALL STUD. . - -.C- VAFIES(W47.701;47'. 7D GA 3'x5GALV. NA L-0 ' •. PLAMS ¢1 PEZCONNECnCN • FroRrxFCaa7a7tD.v NOrSHOMSEEEME= EATICH - FcaaEAeE4LSEUmtc cN GEx7ER.4L NOTES &SPFCIFlCATIONS FOR AUGER ANCHORS - �Z PINE 214 END ELEVATION Wlri DOOR TWO SKID MODELS - ..- . - - .. N7 E-6- ON7E45C W (iSP)."SIOd x. 7H3- R.NAIIMt.� D ' - 3 NIL q 1 1. .9tr - RZmtln e dhma 5raAenm`?Qn:PtrLa lm oimi1ew 'Idypm�pt,9 x aox 04 aan Nd J e mdCrs1- y r}eLnrt u �gevancxlluv xp s7 rna lE laCd (hid r 4- P6 rJ q x N SitT y � e lCXCatlJo: :g YpFFjrtq ..ppnS _ Di 2x4 HCCMPUE : U? � R4 +�76'Q C 2- - • -li V . t x4 HRG ly H AD HRMCVEANCHORS L(nJ USE SAP50NL5TA -18 2x48EM. fly?.). IMZMEMATEFAAESOR ShdA --ilgID C,:_i; m-.h Taale2 Pver s EAOERS n wreLS- 76NAts EkTI NEE.Oi C H aR416d MLS F sA} H Pfc:C rsaeN Avws � 1S Sari VO Xi 12. 1glT Y T= 101 ' MA/LFF 2 - • - - : - I .. :Za' 7A03FLF S-0• 12-0` - 74;7? 611' 'i x4BF.OGM- TYPE II SECTION THRUHEADER 105 2canrLF s-0• 7C-0' t•alrz- - V. WALL ANCHOR DETAIL 2:45RD(TiP.7 sc1L� 1- Trr =ra- . so laperL rs 65 s sa SCALE MT-& - x4 31r PLYWOOD FLOOR OVER Vamnl o-alr andNp ufoxraan N(ZI.sX<srdda Dry. MSl.lis sheae Rave (4J sels rssldsr_' - ISOMElR1C OF SHED ! zsfi a_TP. _.. .:_ • - 2.rSCUAREWASFIERS Tabre3 Supp.. Fo .g Pad Sper .Ig faR- awi- gF -srge. 0.11e Mi. Shds . ScMua N.TS- _ m SFr: ATLAC� -Uea DETALS - AfaslnNm Lead dPadT YazcFORGE0 EYE90LT - ) r , 3+H'sreRT . - b�tlT(A240R ' .4C-0'3At LFAi:D1,. _ - - -- - - - _• SD75S6HA24 STRAP Z-0'QC MAX IOLST SPAONG.' Xr'�"�•� Xr "... -. 11.2DC'a UPLIFT) 1` "...'.. -• w:Q'3rr 38� su PSw HS2a It)JSZ3-(7�069UHJFr FOR RFORY.ATION NOrSHONt/ SEE END ElEYA71aN VR))) DOOR' - RA7wG) FDPANSDN BOLT OR -shed Dosed ' - Pd wtera ' Ed Pd Sde Rumor Pad7ype• lrtnrior . Pad 5de Pourer PalTypa. site MY P3 . Fma 7950s 1, . iM _ Sa' tS10C IIwN L6793. n<rm U• swl cm .7.6Sl X15 1 Om- 8'4r 14'39 1 7640 1 12 SLV 6.00'!4W 01.3'5 Ste• - 255M Iior)0 2i5BS norin 1s s+J arnfmD Cns -0• s-0' 24acs nom 7ROR norm 6' 'SW . 41'PIYID Om3'a' SS 202gi Uoa1Li 2TiY Rc10 .. END ELEVATION FOUR SKID MODELS . R S- L.:•Dioy ., . r Lf" .. .'a .WEDGE Ax SRTABLE ' pa .. . .. PAf.NG(PTA8LE1) t: PadspamgtcidmcaWd ' (1 a :aRia4riai sc� 7)4 =ra :IrA,46a.2iLii3?v'.'iudSrJ +~.• z'PU7 :euunaowpad :aPack9n­aenv: A use 9aerliR iPaclg5xireratsaae< =F- - q� � 0•? •�"s• 2 tr 4�" Qr, w� SHE] W!5(9D'ATTACHED ACHOR`ETJ TO CONCRETE - . I' - Adhnaam iq 3r's rr 4'9i)ti .SCd.E: t- ra• =f-0' 4_ O m OLrTSrt:E VAOTHS; - con Mr3ClGt;= y- D)3ra:s5(a00s WUrt _ E- 6',fl3', SCS,72- 6'.745 .)r _ RA71NGjWcOGEAKNOR x'1. 2x5 P.L :Pl1riF5 FOH5HED5' .. I(Jrr".r^,IoiY MWNORETES4taAT - Lmdridmwiva� .. '. m 7cvE2lCnt L:FHGIH'. ^- --�' -- (PERTA nEI) `Basedm2lb0 YSF YnraMeselP ensue Soiges urc Lal be ed7M ay aeMpw mmemitesters hlsh epa2 �Svgh _ d�itl'v^sYdL 3 ^3 ^? - • ' ghee r:otprsan L:lessman2ooeFSF. NO74)ORCCLMIERaNK Neers. . - �4•pra'WOOD ADORING .!c °iL�. s'� -aP.:' 6 ' .f [` HOLT THAll2s4- t HteeMCf$Td taraet9 blodm cat aeaeeemd w pads Swtigh- LP b 4a-tr>a,vrON OUt trafet-iv¢ 7 -tlr Mw 2'Pads red'te 7Z a iC sheds . a x,4 RUNIIER � - 1- - - � - . " 2z<80r70MPLATE(LYRALL - -. +",� �• -z14B0TCURA7EMi83 7NAe4a Mdwrs�- Cf,wrcl7yya Parents Fvsmge)Vae saeC: i02x68ASE . .. =a. ' w,mav3D'coc�A.�var 2. 6 SENT (M.)CSEESCE FLOOR FRAIWNG PLAN - - - 1: ' ?�"1.fiL:� - O - sCAL_ 114 =1:0' - - - - ❑ cq O :` =`f`i $I'3'f3'tifEf Y' SHID W(TI- ]FLOOR REMOVED.AHCHORED TO CCNGRET'c h . Y y }: wINDO1YJDODR7rFAOSt L4t'3.'' i. 7 'em ELF, a. yj�`+va` f.. SGIU= 7- 7rr =1.5. - w ti FcRGeDEYEPnitaR7re AndmrswoguratgerrywAoN� )�a>vuetxe. 2x4PFAOER-. -'- -•,••• °�Mi .- T+ AOIDRCOW - aB- /uror tr - SINGLEWIDE ARCH W/ OVERHANG - °��... - rO ORrxz'saLUPE G,tLV � Srlea sae LW' uora PLF .EM AvCar• taax tno-.,br � srEII WASI -ERS. 2CP fapv 4pG r-0 1.7-0 SS < SO.V� iH' 1fi _ 0.000. CAPACrM UPLIFT iz 4 BB1r CM.) 'Load ndm Napetmrurmec .. 4 - SEE STRAP - .. DETAIL .lnmevn Nerd augnorsL�b anrL¢. /� _'•... � � '� Andiorapa 3e1, �9�a ;ugor:l0's z,'ld'- •�e9eeti v CLT W!(2) WAViE 5 ]x BWDCJNG Notes _ 2s45RL: - - StLA50N7S24' 'P�=-SHF.ARCAPNSIY) t: Asdiacpaong is7medm3scmdYCdgvat at 750 APH perA5C7$Cat�csy -G: _ - p+4<rm^m Fa CL77, Ernie 81Ndiy, Y1P.0 = ata . E. a - GPACE 2 Aa v.mremeac fnhd ebave ue euureounruda-+aas. * . s . e 2za BarlOAIPiATE - w STLmrrrnrrwruu NzuSesetCxreis p }(1J @-.h comcofeM fva d..L� in . TYPE I OR B CONCRETE PAD Z".< - leaigla Urea fkeFiaurwrt ' •._. SB DETAILS R`R.: _ _ _ - - .110 HLCQGVGA$AH7LARSO a a. Th eaecbum'M5e "�bncf esp�e?an iac isBea Q.S'ior3/a'e�unson'' :. ..� N COt4f•1£GTtO - YR:CFQRGED EYE9OL7 � .. . � � .' picedretm em6rgLvHng,in udlic`r Z SIDESA FSS P41Ye5 HG7H - i Ma,:x slap le m simmaa eaaPtwwr sred'o S10ES,VIICIMS'ar�< Dole peeedm rM wxsaaCme er sdEtaspossSte o ....SID YIT}I DOORS _ - 1 = - •... s-0 ' ) E ELEVATION L &WINDOWS SCALE tAra rd 2 WT 2 :. SHED W /5K10- ATSACHEA fi. rauurtt:7rsmo andw,>s le smrsmr Gd am.vr m,.00d tuv ,aal ea • - scue frt' r� B-t5x1 a x4 C31la-Al1CiiCV .SHED DES[GN'LOAD REQUIl2DAENT^ FOR THE M07 FLORIDA BUILDING CODE WITH 2009 SUPPLEMF1dTS 0 _ a •- 16 - m ALU=NUiDOCRMtICN _ �."� 3 �j' j '�il 'HatieWard P,eevre - - .W� .. _.._ ._ Tza6Aec'm .. FFDMatSAGC - a.` }�JJ d!dJ 01 =aJ]�.�Kx}(iQfj(Kd)iW14f) PvAS�74563t0.Tatle 81 Kz =QBS FSpnve L;KS =L0� -' .. Kd= 08EI= 07T,V =L`0 a'PH >�- +- .- ,�.T.:_:,. yvg vem as rile hddng outer;naa•rE- ,� EYE 9aLTORVS I1wrrLyeenZy dsati hsiai :ewrd Nese� . 't� OBRA MRIAT'• RCONSTRLiCTI - P7HREADED ROD rFaDwtenta edmae,ranid;a,:lg ar edt mr;yrncab s . F 12-0- DE . . DOO dN .. . , Irnn Fivida vaoArctAPpo.- +i.s[cgicred by Pardo 4dcng' . • 2 OR GREATER .. -'- (OPTIONAL] tflcOl)PU.IG ;98- 7Jjmvaeawryree ®ag lne,w�,naashs - erogl.Afuratrana . - ;S -_, - � .. _ _ -. wr., ay, wd,Tpe2no7at�dalsdmrgrm.wtnzore ,_' a7t,.2amN.=.emra as= '. 2sd80T7Old PlllE :. .. ilZi71?'oO1.TV6 Rj ts]tAFHv rd sdoriy, veloeylaaaao N3t95P5F -i= 077: Era?OSM BUxLg. E.;- �jr: m .. ( A•,Sat �aodtUP_Cyat�)toolliae Lmd =211 PSF. Cedg:t Prmsurez Rod ai. - - WA9' =PS p.,0007s5HEPR . SE DEMLSPOR - ... - - CWACtIY)" tazd =20 PSr.RO -•r Ctad laslaS PSF,PmrLNr Load =752. r. FioorOsj tsma =SPSF - C�3�;.r • ITr'',-) - ' - irczC'FCFC277'E daLT >9 Ujt =4x _ 6l =SIDE EIEV:,710N V.7 TH OOORSd WWOGriS FCRIt4rCRYKRCV FY7r 5HChTL _ I '. :'1 -f .. Rae! Wal SIDE ELEVATION unxx.lz.7ra-gOLGH a ' aa'7nWmcxEANC�Lt: ( NF)' NT •) �:`5` SCt_t4 =ra OPzaG .. " -. Uu.fl��. /I� -J (J Nu9st25s<ata me: _iP� ZY13, . - RE51WE12, -OF �` .. - Co �oneMSEGad6ng 'Orsi¢r(EEeCve)?tesmrn / /ar(� 31. STRA29ETALI� -': ' :1e•P.7P. RCt3R I1'_C.:' ;, i,. -' .. _ � _ iroe . Pad�loaana Ma:.Lm- wtera ' LL_ lr_raicr5 - rx0'z 16 S.T7as to lroe7r : asnmasa.d uiz 0' 'x B'x 1b' 1500A atsxl6' mrnete abet a»Ga•amrani isard,m nt 7950s AB,S p'- ^^ ' STed SCe LT7 Up'Cl P1F Era AraLa' LL_ lr_raicr5 - 74•-0- 7JJ2I" -' 24 YS m 7-0- T•t' tt4r BOC S8 75mT-0" (cP'-I.ON:v_Ei=- ciF1C) 5[uC t•. t=0' suL-.:LTS_ � 16 -0' S.00 174 - 1-0' m 2-0' ICa' T39 12-b- 2iz:e Yr'adAirs. (H •) Zrnre 'KmdAtes ( -) H '10 II 75 dt' .. (cP'-I.ON:v_Ei=- ciF1C) 5[uC t•. t=0' suL-.:LTS_ � SINGLE HELIX AUGER ANCHOR �'COFiAL EYEAUGc- Ft'ANCHOR r.. I ".J+Li7 7n.9 bi - 18 zoee wmdArea (H . (_)- 2rns w1. m 23 S 20 36 47 L. '- Sa.... to " eb.. J "GRi: otcR; -r � WIRING DfAGRAuti1. 12' HYDR09E�Ti ➢EiA(L� .. (cP'-I.ON:v_Ei=- ciF1C) 5[uC t•. t=0' suL-.:LTS_ � SINGLE HELIX AUGER ANCHOR �'COFiAL EYEAUGc- Ft'ANCHOR r.. I ".J+Li7 7n.9 bi - PERMIT # Lg.-Q � 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 112" 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 -112" OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 318" 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 316" x 5" WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD. SET UP AND INSTALLATION OF DOUBLE WIDE SHE 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) 112" x 4 -112" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT TIGHTENED. HOLES LINED UP AND BOLTS PLACED AND OF THE BLOCKING COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, , UNTIL ALL EN 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. 2" x 2" SQUARE WASHERS SIMPSON HS -24 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, OH. Maximum allowable uplift 2,000# or equivalent 2. Anchoring system to ground per local building code (by dealer). Locale 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 1 Side of Shed Anchor Spacing 1 Side 14' -0" 280 # 1 LF 4'-3" 12'-0" 240 # 1 LF 5' -0" 10' -0" 200 # / LF 6-0 8• -0" 160 # 1 LF 7'-6" Values from end of joist to centers.or tz) w h w ­ ­') Table 2 Runner Spacing Shed Width X1 X2 X3 14' -0" 1'- 10112" T -61/2" Side Runner Pad Type II or III I N or III II or III II o 12' -0" 2' -61/2" 6' -11" - 10' -0" 1' -6112' 6' -11" - 8' -0' 9" 6' -6" - hads have (4) s(eis of skids. Table- S'!ppor! Footing Para Spacing for Renner Rlocking For Single or Double Wide Sheds Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3- Use same max. spacing for interior runner. Type 1 Maximum Load & Pad Type Shed Descr ption Pad End Pad 1936# 1435# 2558# 2400# 20 Side Runner Pad Type II or 111 1 II or III II or III Interior Pad 1879# 1640# 2558# 2400# 2133# Side Runner Pad Type II or III I N or III II or III II o Size 14' 14' 'IT 10' 8' Type SW / DW SW 1 DW SW SW SW LW -PLF 4.15' 1332 2.65' 1205 6.00.1480 5.50-1400 4.00.1320 End Pad 0 to 3' -0" 0 to T -0" 0 to 3' -0" 0 to 3' -0" 0 to T-U" Max. Spacing 5' -8" 8' -0" 5' -4" 6' -0" 6' -8" Notes: 1. Pad spacing is end to center of pad. 2. Pads other than end pads spacing is center to center. 3- Use same max. spacing for interior runner. Type 1 Pad Dimensions 2" x 8" x 16" Max. Load" 1,778 # Material concrete block quality cement & sand mix II 4" x 8" x 16' 3,500 # concrete block quality cement &sand mix III 16" x 16" 3,950 # ABS plastic pads ' 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. Notes: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" me,(. with out reinforcing.. 2.. Pads required on 12' & 14' wide sheds only. 3/8"x 8" FORGED EYEBOLT 318" x 2 BOLT WITH (2) WASHERS & NUT SIMPSON A -24 STRAP (1,200# UPLIFT) (1) 318"x 3" (1,200# UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB IW SPACING (PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: 1'= T -0" SIMPSON HS-24 1/2" THREADED ROD W/ 2"x T WASHER & NUT (2,000 + CAPACi T Y)# UPLir tI 112'x 2" BOLT W/ (2) WASHERS & NUT +SHEAR CAPACITY) 0- GRADE ' w - SEE BUILDING ANCHOR j ? DETAIL TYPE I OR II CONCRETE PAD Zr WI BLOCKING AS REQUIRED CI' 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 112" THREADED ROD 112" COUPLING 1/2" x 1 -112" BOLT W/ (2) WASHERS (2,000 #+ SHEAR CAPACITY) 1/2" x 4" FORGED EYE BOLT 30" HURRICANE ANCHOR CORAL EYE AUGER ANCHOR SCALE: N.T.S. SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. 49 - ®vc)J Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW Uplift PLF I End Anchor" I Max. Interior Spacing 20' -0" 1 10.00' 400 I 1' -0" to S-u- ' Load width of uplift on runner. " Location of end auger or slab anchor. Anchor spacing example: 30" auger or 318" x 2 -3/4" expansion bolts. Notes: 1. Anchor spacing is based on 3 second wind gust at 150 MPH, Exposure "C" per ASCE 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 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close to sides as possible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1"= V -0" (1) 318" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTERSINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO2x6BASE SHED DESIGN LOAD REQUIREMENTS for the 2007 Florida Building Code Basic Wind Pressure qz = 0.00256(Kz)(Kzt)(Kd)(V ^2)(I) Per ASCE 7 -05 6.5.10 Table 6-3 Kz = 0.85 Exposure "C'; Kzt = 1.0 Kd = 0.85; 1 = 0.77; V = 150 MPH qz = 31.95 PSF I hereby certify that I have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida Building Commission Rule (Chapter 9B -72) or were analyzed using the Allowable Stress Design. All materials and components comply with the 2007 Florida Building Code for a 150 MPH wind velocity, velocity pressure of 31.95 PSF, I = 0.77, Enclosed Building, Exposure "A ", "B" or'C" and N.I.P.C. = 0.18., Roof Live Load = 20 PSF, Design Pressures: Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Dead Load = 5 PSF and with the 2005 National Electrical Code. Main Wind Force Resisting Systems Roof 30" Eye Auger Anchor or 30" CD Coral Anchor Shed Size LW* Uplift PLF End Anchor" Max. Interior Spacing ' 14'-0" 7.00' 243 1' -0" to 3' -0' T-1" 12' -0" 6.00' 208 V -0" to T -0" 874" 10' -0" 5.00' 174 V -0" to 3' -0" 20 8' -0" 4.00' 139 50 18 Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size LW Uplift PLF I End Anchor" I Max. Interior Spacing 20' -0" 1 10.00' 400 I 1' -0" to S-u- ' Load width of uplift on runner. " Location of end auger or slab anchor. Anchor spacing example: 30" auger or 318" x 2 -3/4" expansion bolts. Notes: 1. Anchor spacing is based on 3 second wind gust at 150 MPH, Exposure "C" per ASCE 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 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for 3/8" expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close to sides as possible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1"= V -0" (1) 318" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTERSINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO2x6BASE SHED DESIGN LOAD REQUIREMENTS for the 2007 Florida Building Code Basic Wind Pressure qz = 0.00256(Kz)(Kzt)(Kd)(V ^2)(I) Per ASCE 7 -05 6.5.10 Table 6-3 Kz = 0.85 Exposure "C'; Kzt = 1.0 Kd = 0.85; 1 = 0.77; V = 150 MPH qz = 31.95 PSF I hereby certify that I have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida Building Commission Rule (Chapter 9B -72) or were analyzed using the Allowable Stress Design. All materials and components comply with the 2007 Florida Building Code for a 150 MPH wind velocity, velocity pressure of 31.95 PSF, I = 0.77, Enclosed Building, Exposure "A ", "B" or'C" and N.I.P.C. = 0.18., Roof Live Load = 20 PSF, Design Pressures: Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Dead Load = 5 PSF and with the 2005 National Electrical Code. Main Wind Force Resisting Systems Roof Wall ( +) (-) ( +) ° (-) NIA 39.94 25.24 20.13 Components & Cladding Design (Effective) Pressures (PSF) Zone Wind Area ( +) ( -) I Zone WindArea 10 22 35 10 38 41 1 20 20 33 4 20 36 39 50 18 32 50 34 37 Zone Wind Area ( +) ( -) Zone Wind Area ( +) 0 2&3 10 22 89 5 10 38 50 20 20 83 20 36 47 50 18 86 50 34 43 Lawrence E. Bennett, P.E. #16644 U Z E v� (fl O > t- 00 N W Q 0) .L u- at-- N r.- L o ro O 0) L Oco 0 N c L (V 0 m LL X N M N 0. 3$s 7 W CL Z) U) 0 W 2 Cl) no 5§ Z m OED QO J 0 Q 06 U) J ZUr t-- Z J LL r U Q C:Z0 rii m p o m w F o w WLu0z� O u) x U w ° _ LL �z)< (1) C7co Z U o_ f'UV TgE4L SHEET revised on 10/2312006 1 Date I OF 1