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HomeMy WebLinkAbout1311 S Locust AveCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /6--3/32 04- Documented Construction Value: S C9 Job Address: /3 /l .S' LUC-r.L51' slycc Historic District: Yes ❑ No ❑ Parcel ID: Residential r6ommercial ❑ Type of Work: New & Addition ❑ Altera/tion ❑ Repa/iir ❑ DeLmo ❑ Change of Use ❑ )Move ❑ Description of Work: f0 Y /lr �S%2f.[1 J�DUC�A k SAT c��.G�F%'l /l)/� �/'1�� Plan Review Contact Person: Title: Phone: - yo? qz BS5 Fax: + Email: _1'r7iu,14o GVJAUPQL nelo"L 7 Property Owner Information Name ;ac -n & )� W1 /E C4 Phone: Street: lel / 5' Loo , Resident of property? City, State Zip: cS�X/i�2:1�U /'� Z �77/ Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application Wr 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 1 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. ignature of Owner/Agent Dat Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[-] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: —t -^'l" -UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDINGeNe: Of PC, Ok to install 10 x 16 (160 square foot) shed as shown on plan. Meets area and dimension regulations for the SR -1 zoning district. Shed must be a minimum of 7.S feet from the side property line. No structures are allowed in the 7 foot easement. Shed must be a minimum of 4 feet from the rear property line. Revised: June 30, 2015 Permit Application NEI ill 113 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed \ I in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 1 understand that 1 may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that 1 have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 understand that, as the owner -builder, l must provide direct, onsite supervision of the construction. 1 understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. 1 am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that 1 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 my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must �1 comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: J3,11 S I, 'N- P -*A -e 5 ]�) It and capable of performing the conditions specified above. /1v ,Oi9 _� � '? / I , do hereby state that I am qualified ested construction involved with the permit application filed and agree to the J� 351 ature of Owner -Builder Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and a zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial 1 Services, and the Florida Department of Revenue. 1 also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for �J more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address �1 listed below. 1 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the �I information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: J3,11 S I, 'N- P -*A -e 5 ]�) It and capable of performing the conditions specified above. /1v ,Oi9 _� � '? / I , do hereby state that I am qualified ested construction involved with the permit application filed and agree to the J� 351 ature of Owner -Builder Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 American Land Title Association ALTA Settlement Statement - Combined Adopted 05-01-2015 Hillsborough Title, Inc. ALTA Universal ID: ' 3410 Henderson Blvd. #100 Tampa, FL 33609 File No./Escrow No.: ST116-26219 Print Date & Time: November 15, 2016 4:38 pm Officer/Escrow Officer: Justin Wriant Settlement Location: 3410 Henderson Blvd., #100 Tampa, FL 33609 Property Address: 1311 S. Locust Ave. Description Borrower Sanford, FL 32771 Borrower: James Wiley Seller: Starwood Waypoint TRS, LLC, a Delaware Limited Liability Company 1311 S. Locust Ave. Financial Sanford, FL 32771 Lender. The Mortgage Firm, Inc. ISAOA/ATIMA Settlement Date: November 18, 2016 Disbursement Date: November 18, 2016 :1'"=ii•::k:'. 1�: .: ±:`[. .r;s ••r:•—ir:, ` :'i;' •:S `t•-ri:.•- :�:,•••. ,•rte :i` .':`�;l,pr:'1t;'.; ;'i': .ir),. ":%. .1r . t,�� ..r.., �• .rdtia. *.:; k.a\.8: :'�yhY��i:..1i. fir• �)', 1CK. s, ,. Yit'i:';1.) .tf .,r?at �`��''1 :':',`: �,: ;_.��'S•rw; •.:.:. U i� •r. 't:'J� Y.'tL',= :: ti: -i. �i ,..t,. .n •:. .�, t'J•a.. :Lt7�Sg/•�.•.uN:4! . A+• . .1' :.. ,ll-..::-v.�•?u } f." st t+' ' :N• n: +kir.• •%.:.. t. �r .t, 'S • t`{7.' Seller Description Borrower Debit. , • , Credit Debit : Credit • . Financial Lender Credits from The Mortgage Firm, Inc. ISAOA/ATIMA 0.13 84,900.00 Sale Price of Property 84,900.00 Deposit 1,000.00 Loan Amount 83,361.00 Prorations/Adjustments 142.30 County Taxes 11/18/16 - 01/01/17 142.30 Loan Charges to The Mortgage Firm, Inc. ISAOA/ATIMA Admin Fee 845.00 Processing Fee 495.00 Desk Review 175.00 Mortgage Insurance Premium 1,433.74 1 1 Copyright 2015 American Land Title Association File # STI 16-26219 / 41 All rights reserved Page 1 of 3 Printed on 11/15/16 at 4:38:10PM by Justin SKETCH OF SURVEY TYPEOFSURVEY.' BOUNDARY LU Q O Legal Description: Lot 1, San Lanta, Third Section, according to the map or plat thereof, as recorded in Plat Book 13, Page(s) 75, of the Public Records of Seminole County, Florida. Property Address: 1311 Locust Avenue Sanford, Florida 32771 N WNHIS;TREE►T.0 Iii-Ao45 50' R/W 1 -1300136— Ok to install 10 x 16 (160 square foot 60 1h . shown on plan. Meets area and dime GENERAL NOTES: - _ E�"7• regulations for the SR -1 zoning distric WEGIl0E5fRY1RIVPROVd;DIYDr1ffRS - MU!WRGftXU1OFE+A.NES5J0IAA APRo1,E1U75 F-%X04o4WM FOL440 W GRUIERIEY GEA731EM. REREADTLpGIEO,tTAPARTLt1'i>t'ffiArLEr jEDE%eAmust be a minimum of 7.5 feet from SIRNO(V3 WARE fi TIEFACEOF iW WAU AVDAREADT TOM UM TO READ,a�orF„D,�F�„EDs,�n=E�R�A:SR�„r„�,�property AC ARCOW1049? A line. No structures are allow Nag ODAyrgitLOEAREAVEDYFRroUF'UI7FSS/aDfED AlAnAD&VrOACiIIrOWFiWDGYFTroFFRT'axaLrRiIRRFSSOTFEIP:14rs1A)KN Cy E a� c1XAxRE foot easement. Shed must be $)DSJ151pW&WWAREAATAA'DI/FASAP5 MESS*nCR,L'ESWKM ( a minin OUC "ClUTED F EILEIR:IY,Y 4OI^RPilPl531'MfRFFERE7R'FOfil/EL1iEh9Tr•OdR v C�t�:EritELLCARRSFF f feet from IFS1AtvFYDtTtrcD,r�EDvFAR16AQ0f':DCf„•11,.tF1�;lRE Cc4 OMMA '4_ the rear property line. 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ZT hW,HAH5WAN*XdWWAL DAAAI 1W NAA AD FA7R1NAIFR1CWAIIRQ.WVTAE DARAI lar! rhe Mo4gege Rim, LLB SUOOBSSO159lN7.41i0r 1rp e7aO1ARe1MLMM5RROraT1 SUBJECT PROPERTY /MOWN HEREON APPEARS TO SE LOCATED IN FLOOD ZONE x. MOS. PER FAWN. COYWMATY & PANEL NUMBER 12020640M F. LAST REVISION DATE SOD. TKLS SURVEYOR MAKES NO GUARAMEES AS TO THE ACCURACY OF THE ABOVE INFORMATION. R IS SUGGESTED THAT A FLOOD ZONE DETERMINATION K VERIFIED FROM THE COUNTY IN W"CH THE SU6IECT PROPERW LIES, NCDl917A KT/HAAPOIADlOdIlRITPoEiME41TAQfili6V. J(OCABON(V THIS SURVEYSKETCHISCOPYRIGHTEDAIA TEM.0 E4S8SV)S0RALYilT*F-W4Y,TFRE:GRGOUElR OIW 1NQWG1V1Cr004VPL4r SHEET I OF 1 s�LmEDTNSIuoaiwnowua»EFvt OTD rxSa(xLFEORA�eMFTrot secuoa 91, 7oTRaeL1y 19 south, Range 91 East SURWWRSCER77FC MV tTwrfaLER.GGtiFDRECbIERI�S.S;Fri. ilER9YGATFYTKIT 000ORS.-WhASrpEVMED OLnERAIfYOiIEi: rarvERvasavAFm rK1r fi JIEI ZTO: tdAApNIEOGE eLSO�awD:R(A.T4 k111TGA IRGFANDAOCIELITEAt°SENIATUV,Y DE WillL1T;1VSTR7..:llkRESV LOW DATE OF FIELD SRVEY 8.10.2018 EIMIURE DATE: 10.28.2018 04- FOR jt THE FIRM Drevm Sy:51' Survey Number: 18•ISAI 1 3 2 1 REVISED CERTIFICATIONS I./:b/.r NO. REVISIONS BY DATE LZ'ke12iC1KI' SIIr ng K -MaI-)lAing, LLC PAMIC!(X ARMO. 6697, $lWaf zia 1999 LEGENDARY BLVD PHONE 107-395-3151 CLmkow. PL 94711 107-355-3158 ACT MID ISIMIT W-Srn (MEMO TWOW4NAE"MSM OFA FIDRVMIMED CERMGTE OF AVMORIZAMN UrrW PAX 1-555-Yt1-5760 srAEyETyRuoluroERAwt!aTANAur�vrurEaaEcnvrww[ sxs✓ARaEANDaEGrra+�aE(L I shed as nsion t. Shed :he side ed in the 7 lum of 4 lip 6 fines �� � MW'h " Professi��al TdAassee, FWde 3 WOM Regulation PhOne:85o.487.1824- Fax: 6W.414.8430 Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: September 22, 2019 Dear Alex Martens It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, 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 have been reviewed, approved and indicated (on the cover page of the plans] for compliance with the Code by your Third Party 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 monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain 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.florodabuilding.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 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. cc: Professional Service Industries Sincerely, Robert Lorenzo Manufactured Buildings Program Rick Scott, Governor -�•.(iT-(•.j'.• .. .. AAAA..--.--_ ......... -_.- .. ...:%t .-.-....._.....---_AAAA.. .. ............... ...-._--......... ....��.---._............ AAAA AAAA... ........._.... ... ... • • • -:..:.. 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SFT UP AND INSTALLATION OFSViGLE WIDE SHED is >1L'usJ0(( I. eUtlDw015MCYS) M RHA' STEDLOCAPGN CN 3CMLMA 40 PVC To ALLOW FM NOUEAdr► TO MUM OFSrXf P `�'�•`�'�'�"" Ixrri TO MOLES FFlCJc Prt�ATl'livE E1G' '•- ( ' 1 CODEREWEVJ 2 OHM LCR O SCLU$WAM TM"aH SPOT OF TWGR J oaMA8U&1® THE MXM'Gi 0000(m OK 1Re MIMI flo(m bray SMA- "- SPOCAM rasarn Y1E OTHEREam OF T(:E GIRDING ISSRO"IT UP roLEVrL AND BL00(EMTHW THE CENTER Cr IIea JSY S& --.f 1 THE O M 3rS" OMMTO LEWL&DO®AN?WUDXM orrrndc. nbrita TZ%" IWFERTMEeIADBX'LSLEYELUCVZEMDOMAMADO.WYCACH IET1ECDWAE-:Cr$PAOA Rx.R-;-%Nwue F-"-Y.O J.MSWMPLACEMeWtS ESTAK=EDBYTM WUTM OFTM BIFlDD.LiftXUAREMMIE7Thn'•'OUMTHE ZX4- X e 86rf0M PLATIf"A(•Ai0dM Bir AM THE e,189=ISFASINEDW p PUCE THE HOLE 6 GUG FCR A 3Q EARTH LAAMM4" RseCFLSK 40f H49,31PlII /JNOIOR AND BAQii1Fp.7ME EM'EBO7-TAIgANCHOR ARE FASTiiM®MSTNA• XS BOLTAIA NUT. 4• r4'. -Wow header S F THE UWrIS TO M ATTACHW10 TFE OULD440133V ON THEG7H/CgETE GAB AAD S?fa DP 6 E TOLLl43 A) -HOLE 15bMLLE0tNM A HAL!urRaML WM OW74Zre SLAB I f'0PFFUIJOLTT.THEEYjB0LFXFASTEN ' TIMbGHtTHE eQrMUAHDAVi4=JP30NCUAISPLAMDOVEILTFE tW®O'cANCHORA xrBOLTMONVrwuJ 'Sir.Ipean LSTA-A USP LSTA48 ZWASMS 16' 'TO FASTEN THEEM-BOLT AM 3arFCW pp TOGEMM Hurricane S"P of 0qu?wVwM GENERAL NOTES 6 SPECIFICATIONS FOR AUGER ACHORS •02-23-2D12 02-v-2MZ 03-1?.2012 ttt-2e.^o1s; --- - .- - .)ag studs) -- - .- +.r7ALDDro 34NulAtE trONE1YPE t30lfdD:AMO•UtiUUNFACIURFD 6YJ40�EpRIOEOF --- '. .S'.L ,,-- - _ _ - - ---- - - -- - - -- -- - - - - - ( WWitLV(4ThCAu9UGEHMDNGPOWERLSNOTLS=TKNWAOMY s:•dag LSTA-18 «egLdvatun Z* X W s7Qod1 udl4-(1ad) raft WALLANCHOR OETAILS eqsie; rats 40'x6 marc IeNlg3l i x 6, PA. tranreg t1Yl•1 joint apedrg x tr 4' eay,+e a elm's 4' X 4' iIUDNKIeWllat CN X 3'•6' wade shams 175 PfqF R 00a Lf Now �iMom- W -M nom liiiiiiil T&O*6..,d Skapsw 11S-24. USP KS -24 F p or SEE SIDE ELEVATION IMTH DOORS AND WINDOWS FOR 11MR10XION NOTSHiOLVN alQF FI_FV�L,N 4 FLOOR FRANOIG PLAN around (optbnaf ekeldc) 16-olb)otsazpadrg, 0-d tarQuea Y �' r Z -T 4•x4'd6or had r grange plybcard w/ sdd+eortal4• x r 'rxrtr(lrlcw e a a -I vf Oogedl«w/txr WRaM Simpam HS -24. USP RT -6 b X e T x r bmt(typ.) (2) r x r gdv. wasters CDP or esgtlyalent Installed at 4• r4'. -Wow header SHED DESIGN LOAD REQUIREMENTS FOR THE: 6 E wi Very c mieblm bebhmn b r%4'windo--A b Ooor)dst and 4' s r nwww } Coup6rtgilt4eosssarf brlarF xF I V FfM r x 6 p t phtes kr sheds C%W L-npeM HS 24, USP RT4i C' -p • x 4• fleaJec . O � 16 In legtb •n IPX-11 wi8 andvdebft I- tsg vh'd 30' Hurricane Ancor � SIDE ELEVATION WITH DOOR & WINDOWS sada i' = T T Pwe(L)IL) all Now �iMom- W -M nom liiiiiiil T&O*6..,d Skapsw 11S-24. USP KS -24 F p or SEE SIDE ELEVATION IMTH DOORS AND WINDOWS FOR 11MR10XION NOTSHiOLVN alQF FI_FV�L,N 4 FLOOR FRANOIG PLAN around (optbnaf ekeldc) N O sCj6nLs AY virvg shall be Iic L © Z -T 4•x4'd6or had r $ (typ, z' %4" undef HIt10e3 -I vf Oogedl«w/txr WRaM 1' x 4• bAVkV(%Aww broci Z o 0:8 . T x r bmt(typ.) (2) r x r gdv. wasters wI. 4• r4'. -Wow header SHED DESIGN LOAD REQUIREMENTS FOR THE: 6 E wi n aad� b r%4'windo--A b r X 4- borax. . Pbce } Coup6rtgilt4eosssarf brlarF I hereby certify that 1 have reTiem ed these plans along Wlh all bul3ding mateela[s and TSG plybaM FfM I L-npeM HS 24, USP RT4i C' -p • x 4• fleaJec . O � a:MgMrA&M (typ) ex -b •n IPX-11 wi8 andvdebft 30' Hurricane Ancor � SIDE ELEVATION WITH DOOR & WINDOWS sada i' = T T S+nw«N TTP -35. USP NP -35 7-01 pt . « 70M v.*, b did to arrmerdpad Now �iMom- W -M nom liiiiiiil T&O*6..,d Skapsw 11S-24. USP KS -24 F p or SEE SIDE ELEVATION IMTH DOORS AND WINDOWS FOR 11MR10XION NOTSHiOLVN alQF FI_FV�L,N 4 WIRING OJAGRAU (optbnaf ekeldc) N O sCj6nLs AY virvg shall be Iic L © cable N Ca.3 win; ' encase A all Fww a,F.I.00dA boas for wanes don . iNrCrORWG 5Y�7D4T0 GROt" PER LOCAL eL40Pr0 COMM 0Ul.MU=TEMXHM5PAMW Pet TABL24, .`^"�""•'^ 3, ElE80LT5 SULL BE PLA®TMOUGH THE BOTTOUPlATE AHD FLOMSMIML :.GOOF REYt N 12 Slrtpaon HS-24.12SPRTS Sha! AnrhMro7 F° JLa w F+cr ss;nssr :c..'n vaias-) q5 dn9 Cepor, - Table 1. to a Tablet Sf+dng • t. -JI -s >` 2 x 4 lra•.Aer . TYPE I, 11, «IU CONCRETE OR • •1"$ - 1t10 8-11' 6-11 �`'�'. • �'� C Re„Iw. T ABS PADS W1 BLOCICNG AS t' X i2' EYEBOLT 1' x 4' brfdgingFaind tasdng) REQUIRED ) AUGER ANCHOR ri sAuaa. sa• t E2 X4 cIItd:s (b'p•) a • r x 4' btodriy 2 x 4 todorri Oam 2'x 6 p.L end rad rtuypt 4 M pt skids &JO ELEVATION FOUR SM 100EL zba$65# = 1 t« Intommtlon nor ehcwn wee end elefN(oo v3dN door OIJT=E WIOTHiS V. 11.8'. «13 d• r 12 1 II �S ,sr arch ddals JjrxS"(l.fiTek)ccnnec=qj 10 rep:ro!« U NIgWVTIdnI 3• x a Mr. ck Cc-wcb l Pima= or aquivalent (b d; Side) -7")c r Co s5ucdm Alundrwm doorddn m Frrt and Bark OPTIONAL WOOD FRAME . DOOR CONSTRUCTION . SCALE N.T.S. PX 2 X 4 Verne (typ) I1r X I I rough ramovo 121f4' of x2 PA bomen PIM 2 x 6 p.L Ode n&3 17'HYDROVEW DETA4S scala 7 • =1'x' 3. ALL ODWJERt'JIt BUUMGS AS WE 1L AS RESmENT1AL BUILDo.GS 401 SCL;FT.OR GREATER Z. x r MrAws GahiNaed r4UST COMPLY WrM THE B•4• DOOR HEIGHT Aro THE MOL IVU MAX VAOTH REQLAREMENTS eyebolt end a.no.baked wgo*wr vd }' x r and (2) Z' X r gad. washeii end 3 Isrt 4. ALL BUILDofGS 400 SU. FT. OR LESS N91H 72- ODOR HEIGHTARE ACCESSOR�S TO U • SHED MTH SKID ATTACKEDValues S. THIS PLAN WAS DESIGM D PER THE FBC AND THE FBCR &am end ( Ijoict bcenw of M 4 x 4 skids 17-W. wide A&& twe (4) zab of d<Lts. Footing ;, ' t JDd brwJwrbohod Support F« S'mgk ",!e W) or Pad S; P1 . -I vf Oogedl«w/txr WRaM retNle3 OaNdtb Wlde(DYV)stMdL u I Z o 0:8 . • (2) r x r gdv. wasters wI. End Pad SHED DESIGN LOAD REQUIREMENTS FOR THE: e wi n aad� t 4Nx. Pad - T I or ._ - {GTZ'esrrs.:JL2=7� rx4-.stui } Coup6rtgilt4eosssarf brlarF I hereby certify that 1 have reTiem ed these plans along Wlh all bul3ding mateela[s and 7 b FfM r components used in ltHe man' Ufacturing of the sheds The rnateriat arid components 600 • x 4• fleaJec . O � - }' x lr raged E)etxrE � •n IPX-11 <-)I t3• 30' Hurricane Ancor � -i? 2014 Ronda Btalding Code. the Fkgida Manufactured PtRldaTg itct'and�f2iJlesJ rad If. 4(Yl v f v 3 S+nw«N TTP -35. USP NP -35 N.E.C. fora category 1: Enclosed Building, Exposure rC", wi81 a %vi vr3 'gt 171� iTt? pt . « 70M v.*, b did to arrmerdpad . 3W.:ILt4L IleOphfe or equivalent �� 2. Pada attweap and pad SPIN** b garter b n(i0v E7r u"'I DESIGN PRESSURE : �� t itDOF • w wCr,I (10dj Iv8! 4r 4header Q '' 3. Ilse sane rr.a0erreDn spadr7 o2e�Hcr nanai. . g = sml1 FLOOR DEAD LOAD a PSF. DESIGN CfZiIFRIA 4 1 x rra • W nlc. 1 • SINGLE HELIX AUGER ANCROR. .1 r .. ?" �N . d_1. •3y ' • r X r squareZ ti' v�llertW rut Load wkith an n) w •-W-r U O VIND 1/ftOCITY 16D PAPi1 ,.'as,�y SP°' . •• Based on 2.000 PSF Sal Bearing Capac tA-4000 PSF U tyv) • w }' X 1r bt2 d eyabolL �' X 3' (aTOi LR611 Ho"mw «sogd oonade �yt�[& Bx18) rtuy be stadud on paw lar high sots L9 to 48' wlHhat lainbrdrg . shm.O M HS -24 « rmngl moo bcNt 2. ABS ped rsgldred m 1r•8' d 13'-8• wide McrM s onFj USPRTb/7gor - «wedgeandari. slab (per ebb 1) Table 4a AndaaSp;acn C(AlgwT)pe'Axhw3For S44oVVldo&)a& .. (am upla) xrbonw(2) V 1 x Z Aat r IY-W1 r 4'lmh 'Concrete y Slob by odtaa i�E W A,TTMSiF41 ANI".4rrTRFn r r I w s Lod Codes a hsia"M TO CONCRETE Table 4b Anchoring Sped d T Ardor For DoLV8 Wide Sheds 13 L apply r (1)�'x5'['IU%ua'L '} Logo I=• -'HJxxionoroandwjgworslabaa�« Ili m r g ' �P`d b olenipb:90' srger« ' x 3' wrpeasim bads (o%laevr stab et 3peciv �pq.fp .moo c�i O Cgor, h;--Ub byadara (per Mwe l) 1.ANGNaa SPACNO HS BASW CN ASCE 7-10 FOR ACATE00RY 16CLOSED EMJW+O or_'C' 2ALL MEATAUWENT ABONEARE CEITFERTO CarratOF M/ -06FK L0051Codes arydafcson 1�'Ird(L Ilotrht«oaNracrtrdc 3.TYEW4MMMLM8MOFANO1MLS(r) ONE C&CHmw+EROFSHWFCA91EMSLESSwIEYGHTTHANTH¢ apply bolt0vargh 2'x4• U AUM 4. TIM U*a.WU EDGE ouTAFCE FOR 07AIZ014 CMTS Nee DtAAWfORSOR 5 -Fan AF�7A`L9d1atl.T. rJ3E . .0 mlrL 2' x 4' botanTN plate ruled b 6 ANOtOR4.JIALL BE On SDEwAJLl' EA P. T 1W BN TM&NED 9 PLACE t41CTTO AN BUaL'MG a HHrp1 AHIOIOM CAN BE PLA'•SQN ENO WALLA* Cl.47EAS FC3XBX-'PO SUE wAU& ..L r x IrP,t base GENERAL NOTES: h d 11IkdM FLTor Remove Arrf.> ed to Cowen • 1. ALL BUILDLVCS FROM 0 SQ O. FI: FT. TO T2D SAR__ OCEWT FROM W WO'JORh4E -013MM IMPACT stela: / >< 16x' STANDARD PER FWFdnA STATUTES. .. 2.ALLSUILDINGSFROM 0SCLMTO400SQF�•ARE FOR USEVAIHOWANDTWO FAMILY ' . r x 4• bonom plate RESIDENCES ARE EX04PrFROM DOOR HEIGHrREQUIRELIENTS PERTFE FSC. 3. ALL ODWJERt'JIt BUUMGS AS WE 1L AS RESmENT1AL BUILDo.GS 401 SCL;FT.OR GREATER Z. x r MrAws GahiNaed r4UST COMPLY WrM THE B•4• DOOR HEIGHT Aro THE MOL IVU MAX VAOTH REQLAREMENTS eyebolt end a.no.baked wgo*wr vd }' x r and (2) Z' X r gad. washeii end 3 Isrt VMA, 4. ALL BUILDofGS 400 SU. FT. OR LESS N91H 72- ODOR HEIGHTARE ACCESSOR�S TO U S. THIS PLAN WAS DESIGM D PER THE FBC AND THE FBCR ' e. FASTENERS FOR ROOF. AND WALLS SHALL BE SOOTSOTRUGRIP ACETAL TO WOO FASTENERS �Q�.r•E7�:7 0 .. r .� 0 O a CL Z o 0:8 r x WSW Idl T. GUTTER_s To BE PtSTALLEO ON sfTE BY oTH Ti- D LOCALCOUES. E:5 o wI. Fo"Ey-Ockor •ThreadodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: e wi �c=.'zrZi=aT:'r•1•AZ ._ - {GTZ'esrrs.:JL2=7� } Coup6rtgilt4eosssarf brlarF I hereby certify that 1 have reTiem ed these plans along Wlh all bul3ding mateela[s and N H N FfM r components used in ltHe man' Ufacturing of the sheds The rnateriat arid components 600 . O � VMA, 4. ALL BUILDofGS 400 SU. FT. OR LESS N91H 72- ODOR HEIGHTARE ACCESSOR�S TO U S. THIS PLAN WAS DESIGM D PER THE FBC AND THE FBCR ' e. FASTENERS FOR ROOF. AND WALLS SHALL BE SOOTSOTRUGRIP ACETAL TO WOO FASTENERS s C 0 • AND SHALL BE 9.15 X 1 - OR FAUAL WJ 1110N.)MtkAD PJ M RATAN(TYP.) 0 O a CL Z o 0:8 r x WSW Idl T. GUTTER_s To BE PtSTALLEO ON sfTE BY oTH Ti- D LOCALCOUES. E:5 o wI. Fo"Ey-Ockor •ThreadodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: e wi 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC wcoa } Coup6rtgilt4eosssarf brlarF I hereby certify that 1 have reTiem ed these plans along Wlh all bul3ding mateela[s and N H N r components used in ltHe man' Ufacturing of the sheds The rnateriat arid components 600 . O � - }' x lr raged E)etxrE � have a Florida Product Approval as required by the Florida Btuilding.Commitsion�WO 9hJ3) <-)I t3• 30' Hurricane Ancor or were analyied using the MA Stress Design. All materials and carrlpoae�¢l,•�1�It,1vtl�i'Ci6 : • -i? 2014 Ronda Btalding Code. the Fkgida Manufactured PtRldaTg itct'and�f2iJlesJ rad If. 4(Yl v f v 3 erR o nFT d s N.E.C. fora category 1: Enclosed Building, Exposure rC", wi81 a %vi vr3 'gt 171� iTt? y 3W.:ILt4L (three second gust) AAAA ... . "., • 'hw0.•aipwRs� `• �.r. `Ar'°, �� %';. DESIGN PRESSURE : �� t itDOF • w c Q '' FLOOR UVE LOAD 73 PSF ( a t r : + F +• `"' ± • FLOOR DEAD LOAD a PSF. DESIGN CfZiIFRIA 4 1 •, • ROOFLNELOAD 2DPSr !, 1 • SINGLE HELIX AUGER ANCROR. U163ING CATEGORY I ROOR DEAD LOAD 5 PSF • . -.. ILDINGTYPE ACCESSORY STRUCTURE tNTERNALPRESSJJRECOS:FICIBJ :0.18 .. ONSTRUCTIONTYPE VBftr ,' .. ?" �N . d_1. _ f / fs VIND 1/ftOCITY 16D PAPi1 ,.'as,�y a •� •' • . ` OWABIEAOFFLOORS .1 -VRE RATING NIA rMCLDSURg BjCtOSM taiJr.RE._a•: - Ts 0 s C 3 > =. 0 O a CL t ,OJ jj E:5 o V UJ LL e Q. @ Lu.2 ` LL Z •1L N H N r 5 SET UP AND INSTALLATION OF SINGLE SNIDE SHED 1.BUILDING IS PLACE 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 THE HIGH SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2"X 4' BOTTOM PLATE WITH AN Z" AUGER BIT AND THE EYEBOLT(or I' threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT ANO AUGER ANCHOR ARE FASTENED TOGETHER WITH A 21.X2" BOLT & NUT, AND (2) 2- X 2" GALVANIZED WASHERS. 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A HOLE IS DRILL INTO CONCRETE 1 i"'OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE ' Z' WEDGE ANCHOR. A Z" X 2' BOLT AND NUT W1(2) 2" X T GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. 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 THE HIGHEST LOCATION OF 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. (see table 3) 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) z' X 4 Z' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE 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 table 4b) S. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 1. Building anchors shall be "mobile home" type HP -1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900#. 2. Anchoring system to ground per local building code(by. dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(Iloor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed dth XU IiR l Side of Shed max.anchor spall U Z Shed Width 1 \2 X3 IT -8' 2W#1LF T-6' V 13•-B' 1'-10 ' IV -a' 240"1 T-6 or S DETAILS Y-8' — 10' 200X! 6 and Rule for a Category 1: Enclosed Building, Exposure -C", with a wind f0' 1•-)' 6-10' — 8' 160k1LF T.6 8' 9' 6'-6 — 6' 120aLF 3'- ' 6 t0' S1 Values from end of joist to centers of (2) 4'x a' skids only. 13'-0' wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner BlockiN tot Single Wide(SW) or Double Wide Sheds(DM 1. Pad sparing Is end to weer of pad 2 Pads other than end pads spacing is center to center. 3. Use same m= spacing for interior spacing. T Pad Dimensions Max. Load" Material 1 2' x 8' x 16' 1.776E lconcreft bl - quality cement 6 sand ride 0 4' x Y x 15' 3,500S Icancrete, block qualitY cement b sand mix 01 16'x 16' 3.950:7 1 ABS Pads Iv 8' x 8' x 16' 1,9004 1 concrete block quality cement & sand crux 'Load width on runner. "Based on 2-000 PSF Soil Bearing Capaoty (2.000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' mac witfrout reinforcing. 2 Pads required on 11'•6 d 13'-8' wide sheds only. TX 2' FLAT WASHER Wl} NUT SIMPSON HS -24 CUP v O 2' X 4- BOTTOM PLATE or equivalent NA }' X 12' FORGED EYEBOLT VN F AOR FRAMING TYPE I, II, III or IV PAD W/6LOCKIt4G O O AS REQUIRED _•? O 0 SIMPSON HS24 CUP(BTOXUPUFT) or equivalent - }' X T BOLT W/(2) T WASHERS `"`• SIMPSON A-24 CUP • or equivalent T _ - (1)r x 3-(1.200 UPLIFTRATWG) EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED 4' min. R ANCHOR INTO SLAB @(spacing per 1 — _ table 1) SCALE: N.T.S. SHED WITH SKID ATTACHED ANCHORED TOC NCRETE LOCAL CODES AND JURISDICTION SCALE N.T.S. STRAP DETAIL scale: n. s. x 7 galvanized washer ith 12' nut Threaded rod }' coupler t' bolt & nut w1(2) Z' x c abed washers(Z000# a r opacity) Z* forged eyebolt miane auger anchor Table 4a Anchor Soacina of Auger Tvoe Anchors for Single_Wide Sheds fu'tye augerAWW Shed Wiftl LW' MPLF End Anchor' ex. interior a t .00' 243 1 to 1P-0' 17 •208 1' t0 '-W 10•-T 10'•0' 14 P to 1 104 1'-0'to3'-0' Table 4b Anchor SDacina of Auaer Tyoe Anchors for Double Wide Sheds 30' E A Anchor I Shed Size LW It L End Mdnor' Max. InlenorS 'n " 1 . 1'-0' to 3'-0' 5-0' 'Load width of uplift on nxxur " Location of end auger anchor or slab anchor ^ Anchor spacing example: 30' auger anchor or }' x 3' expansion bolts. Notes: 1. Anchor spacing is based on a 3 second oust at 1 e0 M.P.H, for a Exposure 'C" Enclosed Building per ASCE 7.10. 2. All measurements listed above are center to ctnt& of anchors. 3. The minimum number of auger anchors is (4). (1) Q each comerof shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters or S for � expansion bolls. 5. Anchors shall be on side walls except when shed is placed next to a tang bolding. in which anchors can be placed on end waits as dose to sides as possible. (1) i x 5' (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2'X 4' BOTTOM 2' X 4' BOTTOM PLATE NAILED TO 2'X 6' PT BASE NOTCH OR COUNTER SINK BOLTTHRU 2' X 4' PLATE T" CONCRETE SLAB BY nT =RS THRnr Or- _. .___. _ 4ren. LOCAL CODES AND JURISDICTION 'x 2' FLAT WASHER W! }' NUT 2'X 4' BOTTOM PLATE } X 12' EYEBOLT OR i THREADED ROD OF NECESSARY) WITH 2' X 2' WASHER AND NUT ($000pCAPACM-#UPLIFT _I SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. 011012012 02.23.2012 02-29.2012 04-02-2012 05-02.2012 06.16.2015 2 O Zl.i ' fn < D (nae W Q tr1 2 Z K III O,p(fJ cn_>a-TO Oo W mW rn VrO_ W< Z) n. � o u. � O frJ O 0 Z O J J COUPLER IFNECESSARY SHED DESIGN LOAD REQUIREMENTS FOR THE DESIGN PRESSURE 2014 FLORIDA BUILDING CODE 5th Edition rn EYEBOLT AND 30'AUGE'RANCHOR FASTENED W! 1- X 2' BOLT AND NUT Wl (2) T X 2' FAIT WASHERS I hereby certify that I have review these plans along with all building materials and U Z I �W components used in the manufacturing of the sheds. The.materials and components C00 V either have a Florida Product Approval as required by the Florida Building Commission DD LOSS SEE BUILDING ANCHOR Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components or S DETAILS comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts w r Q and Rule for a Category 1: Enclosed Building, Exposure -C", with a wind Z N velocity of 180 M.P.H.(SW) & 190 M.P.H. (OW) (3 second gust) zo N DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VS BUILDING TYPE ACCESSORY STRUCTURE WIND VELOCITY SWISS M.P.H.(DW 190M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE $ OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. WIND LOADS RWall ') aaf 43 56.4 -pt 41.91T.0 d. WIND LOADS i/ SHEET l A. Cleats Jr. P.EI of FL PE 435516 —NO ZZ" DESIGN PRESSURE Oso FLOOR LIVE LOAD = 75 PSF Q m o OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD = 8 PSF J Y Z ROOF VE LOAD = M PSF U DD LOSS X00 NTERNALPREROOF RECOEFFICIENT =-1.0.18 �b _n Q O i/ SHEET l A. Cleats Jr. P.EI of FL PE 435516 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLA EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE