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615 Park Ave; 17-1846; SHEDi" F Itr 0 juN x D 4 y Applic, Job Address,•, 615 S Park Avenue Parcel ID• 25-19-30-5AG-0803-0090 Type of Work: New 0 Addition Description of Work: Documented 1 0x1 0 Aluminum Shed Plan Review Contact Person: IR Phone: _ 9 D ^(%I b 911 Name Robert & Melissa Oliver Street: 615 South Park Avenue City, State Zip: Sanford, FL 32771 r+ CITY OF SANFORD BUILDWT& FIRE PREVENTION PERMIT APPLICATION on No: Id (c7 Value: $ $2,060.00 Historic District: Yes 0 No 7- Residential Commercial Repair Demo Change of Use Move backyard of 0(tve#- Title: Yey ',c oyo er Email: o (l*y k r l a 3014 6) 1 60 . c vv\ Property Owner Information Phone: 368-956-8016 Resident of property? : Yes Contractor Information Name SupXSoolusia Street: 232Avenue City, Stateity, FL 32763 ArchitectlEngineer Information Phone: 386- 774-9861 Fag. 386- 774-9862 State License No.: ID MFT-113 Name: Superior Sheds, Inc. Phone: 386-774-9861 Street: 2322 South Volusia Avenue Fag: 386-774-9862 City, St, Zip: Orange City, FL 32763 E-mail: eworth@superiorsheds.com Bonding Company: _ Mortgage Lender: Address: _ Address: 7 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. 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. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code a J Revised: June 30, 2015 Permit Application c 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 at 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. Signature ofofOwnner/Agen`tt Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature 04_1Q1 I MEE BLANTON Ni'f CfMMISSION # i'F 178648 ItXPIRES; Fei.,r!1ary 25, 2019 t;onl d Thru Notwry Public Underwriters Signature of Notary -State of Florida Date Owner/Agent is Personally YiQyvn to Me, or Contractor/Agent is Personally Known to Me_or Produced ID Type of ID Produced ID Type of ID 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads ir APPROVALS: ZONING: 4 0. ZL UTILITIES: ENGINEERING: COMMENTS: I I' Fire Alarm Permit: Yes No WASTE WATER: BUILDING: E d 1-1 4- t ', l M Revised: June 30, 2015 Permit Application SCPA Parcel View: 25-19-30-5AG-0803-0090 Page 1 of 2 Property Record Card r0Wd Mwson`CFA Parcel: 25-19-30-5AG-0803-0090 p, Owner: OLIVER MELISSA L & ROBERT J Y1iMM. Kk.l;; r'(711YY. K'LC ItKM Property Address: 615 PARK AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-0803-0090 Owner OLIVER MELISSA L & ROBERT J Property Address 615 PARK AVE SANFORD, FL 32771 Mailing 615 PARK AVE SANFORD, FL 32771 Subdivision Name, SANFORD TOWN OF Tax District St-SANFORD DOR Use Code 0102-SINGLE FAMILY - SANFORD HISTORICAL DISTRICT Exemptions 0OMESTEAD(2016) Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings ; 1 1 Depreciated Bldg Value $133,890 $129,459 Depreciated EXFT Value Land Value (Market) $17 000 $13,500 Land Value Ag Just/Market Value $150,890 $142,959 Portability Adj _._.__. Save Our Homes Adj ? $4,929 $0 Amendment t Adj ( I P&G Adj $0 ($0 Assessed Value $145,961 [ $142,959 Tax Amount without SOH: $2,052.00 2016 Tax Bill Amount $2,052.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole C rarity GI t Legal Description LOT 9 BLK 8 TR 3 TOWN OF SANFORD PB1PG59 Taxes Taxing Authority Assessment Vailue _ _Exempt Values Taxable Value County General Fund $145,961 $5 0000 $95,961 Schools $145,961 $25 000 [ $120 961 City Sanford ; $145,961 $50 000 [ $95 961 SJWM(Saint Johns Water Management) $145,961 $50 000 i $95 961 County Bonds $145,961 $50 000 $95 961 Sales Description Date Book Page Aount alified Vac/ImpmQu_. WARRANTY DEED 12/1/2014 08391 1204 $157 500 . Yes Improved WARRANTY DEED 6/11/2013 08064 0811 $40 000 No Improved WARRANTY DEED 6/1/2013 08082 0903 $59 900 No Improved WARRANTY DEED 2/1/2000 03820 1977 $70 500 i Yes Improved PROBATE RECORDS 2/1/1999 03608 1 0359 Y $ 100 No Improved j m.._ I WARRANTY DEED 11/1/1995 03009 0423 $100 NoImproved 01275 1284 $15 000 No WARRANTYDEED4/1/1980 Improved t __ .. _ _ .. . GUARDIAN DEED 11/1/1969 00744 0317 $6,500 G Yes Improved 1` ind Cornparabe Salves Land Method ...... Depth Units Units Price Land Value FRONT FOOT & DEPTH 50 00 117.00 ! 0 $340.00 $17,000 Building Information. http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGO8O30090 6/19/2017 0/_ F10 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. UST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I 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 1, 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. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I 2 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed f( 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. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. 1 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 I 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. A D I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I 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. I 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 I 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 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. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 FA I agree that, as the party legally and financially responsible for this proposed construction activity, 1 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 zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I 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 Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for 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 listed below. 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I 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: 615 cscra k 1a f- \ 411-o'n W t 411d do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified abvP S Ignatffre of ner-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 BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. PROPERTIES ARE SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD, 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS -q-. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON OR USED BY ANY OTHER ENTITY, 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASUR 5. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 6. PROPERTY HEREON LOCATED IN ZONE " X 'PER F.I.R.M. COMMUNITY PANEL NO. 12117C 0070 F DATED 09-28-07. 7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN. W 1st St Wayne Densch E - r. Performing Arts Center W 2nJ 31 i w 2ntl 5t 3rd 51 E 3N Sr W 4th S1 L 4M, 51 2 YI 51n Sr F 4d1 SI n to I II IIIIIIIII IIIIIIII Il li IIIIIIIIIIIHI x I w m sr a eu. sr w W 10IDLI C l afh St Property Address: 615 PARK AVENUE And vv LB 4565 Mapping Associates, Inc. 109 WEST ORANGE STREET ALTAMONTE SPRINGS, FL. 32714 PH. (407) 696-1155 W SCALE 1" = 30' I 33' I 8' 1 LOT 8 1!OT 32StoryWood Block Building 14' N 89040'34"E 117.01'(C) 117'(P) mailboxes onco, mery SETRB LB 4565 112.01'(TO P.O.L.) Neighbors WOallt SETO.L.t 02 w 5/ 8' RB v LB 4565 ^ v Concrete ro Concrete REC RB J n I.O.S. O vv Step vvvvvvvvovvvm•vv v Steps LB6393 l v I> 7 °0 mOo o1B.8 10. 2' —17.6u N , `t ° — Concrete 19. 9' manhole C n" W vv vvvvvvvv° E E Steps m manhole 5 LO LOT 4 O v o o LOT 9 t` r m d) N N E o Q Y C gv° O Q_ vvv BLOCK 8 13.6' _ _ 20.1- B n eddV4 cn t L0 Zvv o o; lC?.14:9_r, -- AC ®-- doov24.4' P.P. V in v vvWood Steps REC vv REC 0.3't 0.2't 0.5't 0.6't 1' LP. 518' RB I I Neighbors NO # NO# S 89049'12"W 117.52'(M)117'(P) Wall 2 Story Wood 33' 81 Frame Building I 14' I LOT LOT 10 1 I to r` cD toUDREC RB oo LS4189— SEVENTBLSTREET— AT P.I. R/W DESCRIPTION: LOT 9, BLOCK 8, TIER 3, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGES 59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO: ROBERT J. OLIVER AND MELISSA LYN OLIVER MIDTOWN TITLE, LLC BANK OF AMERICA, N.A. WESTCOR LAND TITLE INSURANCE COMPANY LEGEND vvv PAVERS / CONCRETE0 ® This is a digitally signed and sealed drawing of a 11111/ JOB NO.: 14-1981 0 0oBRICK boundary survey performed under the direction of f•• f.7 REC. - RECOVERED I. P. • IRON PIPE PRC- POINT OF REVERSE CURVE the undersigned. Six copies are authorized on or about the dale of the survey shown hereon and 9- i F 1 p9: GV T L T; ,f. DATE: FIELD: 12-29-14 I. C. - ILLEGIBLE CAP # C. M. - CONCRETE MONUMENT R. P. •RADIUS POINT R - RADIUS certified only to those persons andlor entities listed yo ' No 6781 7 ' SIGNED: 12-30-14 RB - REBAR RAD. - RADIAL L - LENGTH OF ARC S. E. - SIDEWALK EASEMENT hereon The boundary survey meets the minimum lechinal standards as set forth by the Florida Board r ' = W N- NOT RADIAL U.E: UTILITY EASEMENT of Professional Surveyors and Mappers in Chapter DRAWN BY: RWJ NiD - NAIL & DISC D.E.• DRAINAGE EASEMENT L. E: LANDSCAPE EASEMENT 5J•17 F.A.C. pursuant to section 472-027 Florida pN . S'1'ATL P - T'• P. C.: SM P) - PER PLAT M) - AS MEASURED CRIPTION P. E.-POOL EQUIPMENT POLE stat r—L7 e\ i k '•. C OIt1 ?.: ' CHECKED BY: RWJ OD) - ONLINE P. C.- POINT OFCURVATURE CHAINR NK/WIRE FENCEIlul E3 WOODEN FENCE RODNEY .JACKSO PSM6281 11,\ P. T. - POINT OF TANGENCY e - VINYL FENCE Not valid without the signature and the original raised seat of a Florida licensed surveyor and mapper. R/ W-RIGHT-OF-WAY A--ALUMINUM FENCE NOTES: TO THIS SURVEYOR. THERE MAY Boundary1, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED SURVEYORS BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4565 PROPERTIES ARE SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD. Mappingg2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS -q-. PP 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc. UPON OR USED BY ANY OTHER ENTITY. 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 109 WEST ORANGE STREET BOUNDARY LINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASURED. ALTAMONTE SPRINGS, FL. 5. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 32714 6. PROPERTY HEREON LOCATED IN ZONE " X "PER F.I.R.M. COMMUNITY PANEL NO.12117C 0070 F DATED 09-28-07. PH. (407) 696-1155 7, BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN. W 1.18t Wayna oln.ch E Performing Arls Center N 2nd 91 W 2ntl St 49 W 9rr1 s+ E 31J et 1 W nM'it LFY15r n w 511, S, F 51h S1 W Ott, E 4th st I W I Olt, 61 C I erh $1 Property Address: 615 PARK AVENUE I I 338' mailboxes com r w Z w a P- 14SET on e 5/ 8" RB o LB 4565 ^ •v 1A• S. J vv 0 vv m cl: vv m 0 ° vv aW ov v O p v O O o° O vv CD o 0 _ vv S ° a. v v Z ° CD vv O ° vv O v lL•) v v vLOT 8 SET TRBN 89040'34"E 117.01'(C)117'(P) 5/ 8'LB 4565 112.01'(TO P.O.L.) 5. 0' E. _O.L.t — — — O.i Concrete Concrete m Stepso0000000vovvo m .Steps 2 Story Wood Block Building Neighbors 1Wall 0.1't f REC RB LB 6393 10. 2' 19.91. Concr vvvvvoovv E Steps 13 vvv O v 12 ai 0- v, n u. c, M LOT 9 m 2 N ".2 N 0 BLOCK80 13. 6'__ r— -- o _ - AC r 24. 4' " Wood Steps REC 0.31 5/ 8' RB NO# S 89049'12"W 117.52'(M)117'(P) 33, 81 0 0 r; ILo REC RB LS 4189 3E}[ENTEL _TREEET AT P.I. RfW DESCRIPTION: LOT 9, BLOCK 8, TIER 3, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGES 59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 10 I Neighbors II Wall 2 Story Wood Frame Building o t co 60 SCALE 1" = 30' 14' ' LOT 3 W I -- Jmanhole 1 CL W o c t h -U) O LOT 4 I£ o Q g N fU) L0 P. P. REC-- — 1" I.P. NO# r LOT 5 I I I CERTIFIED TO: ROBERT J. OLIVER AND MELISSA LYN OLIVER MIDTOWN TITLE, LLC BANK OF AMERICA, N.A. WESTCOR LAND TITLE INSURANCE COMPANY LEGEND S I CONCRETEoo'v ® This is a digitally signed and sealed drawing of a I,!/ JOB NO.: 14 1981 BRICK boundary survey performed under the direction of REC. - RECOVERED LP. IRON PIPE PRC- POINT OF REVERSE CURVE the undersigned. Six copies are authorized on or 5 pt•Rtt Fr Cq/; DATE: LLEGIBLE C. -ICAPqR.P. - RADIUS POINT about the dale of the survey shown hereon and certified only to those persons and/or entities listed p: • G F •. s FIELD: 12-29- 14 SIGNED: 12-30- 14 C.M. • CONCRETE MONUMENT RB • REBAR RAD. - RADIAL R - RADIUS L - LENGTH OF ARC S.E. - SIDEWALK EASEMENT hereon The boundary survey meets the minimum techinat standards as set forth by the Florida Boards No. G381. N. R. - NOT RADIAL U.E: UTILITY EASEMENT of Professional Surveyors and Mappers in Chapter DRAWN BY: RWJ P.C.: SM N&D • NAIL & DISC P) • PER PLAT M) • AS MEASURED O.E.-DRAINAGE EASEMENT L.E.- LANDSCAPE EASEMENT P.E.-POOL EQUIPMENT 5J-17 F. A.C. pursuant to section 472-027 Florida slat T., STATE' P ; V i F • F I i k .'•.CORIT?.. DESCRIPTION X CHNNRLINK I WIRE FENCE SLTRVL o¢\\\ l CHECKED BY: RWJ ODL. • ONRLINE P. C.-POINT OFCURVATURE WOODEN FENCE RODNEY .JACKSO , PSM6281 l l I I I I \ \ P.T. - POINT OF TANGENCY 9— - VINYL FENCE Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. RM-RIGHT-OF- WAY A— ALUMINUM FENCE HISTORICPERMIT All work must be done in strict accordance with the Approved Certificate of Appropriateness ORIsO' uilding does not approve any work outside this scope Permit Applicant is soley responsible for compliance CERTIFICATE. OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF SANFORD 300 S. Park Avenue Sanford, Florida 32771 407. 688.5145 11 www.sanfordfl.gov/HP PROJECT IS COMPLETED. ISSUED TO: Robert and Melissa Oliver for 615 Park Avenue Sanford, FL.32771 BP# 17-1748 DATE ISSUED: June 13, 2017 DATE EXPIRES: December 13, 2017 Approved to install 10'x10' aluminum shed per location reflected on Figure 1 and design reflected in Figure 2. Shed to be painted to match house, previously approved National Trust for Historic Preservation colors on file in the Planning Department. Approved to install 6' wood board on board privacy fence per location reflected on Figure 1. 17- 1846 SANFORD Christine Dalton, AICP Historic Preservation Officer/Community Planner `IPOAR GJ Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of Appropriateness does not constitute final development approval. The applicant is responsible for obtaining all necessary permits and approvals from applicable departments before initiating development. IS A BUILDING PERMIT REQUIRED FOR THE ACTIVITY LISTED ABOVE? YES NO Jk, Building Departme Representative HISTORIC PERMIT All work must be done in strict accordance with the gApproved Certificate of Appropriateness Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance APPLICATION # I - 1 -1 to FOR A CERTIFICATE OF APPROPRIATENESS Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete: General Information Downtown Commercial Historic District 0 Residential Historic District Is this a retroactive request? Yes F,(J No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes 0No Proposed improvements will affect the following elevations: North W South Q East 0 West Property Address: 615 SouthParkAvenue, Sanford, Florida 32771 Property Owner Information Print Name: Robert and Melissa Oliver Mailing Address: 615 South Park Avenue, Sanford, Florida 32771 Phone:386- 956-8016 Email: oliverl23014@yahoo.com Signature: Roberti. Oliver DDa ea: 'Y"0m,T"°°yFt-b-'tj.oi".' 05.2111: 01:02-0IW Applicant/Agent Information Print Name: Robert and Melissa Oliver Mailing Address: 615 South Park Avenue. Phone: 386- 956-8016 77 Email: oliverl23014@yahoo. com Signature: Robert J. Oliver BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT OR DEVIATION FROM AN APPROVED CERTIFICATE OF APPROPRIATENESS WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE. Signature: Robert J. Oliver Date: 11`9"°°°Ya°6°20-04- J. Oliver Date" 27 May 2017 Date: 2017.052T 17:03:20 -04'Ol}' 0 Yes, I wouldyoulike to receive emails,regarding Historic Preservation and Community Planning within your community. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. Resident owners would like to place a 1 O'x10' Aluminum utility shed in the back of the property, and a six-foot ( 6) wooden fence around the middle -to -back of the property perimeter. The utility shed w be constructed and delivered by Superior Sheds, and will match the current paint scheme of the main house: sage green building, white trim, silver/,aluminum roof. The proposed fence will tie into existing fences and buildings on the north and south acing sides of the property an Park Ave), ana will avethree gates: one smaller gate on each side ot the house (two HISTORIC PRESERVATION BOARD • 300 N. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP APPLICATION # FOR A CERTIFICATE OF APPROPRIATENESS Supplemental Information - Please use the space below to provide additional details regarding proposed work. Description of proposed work (continued from previous page): Please reference attached photographs for pictorial depiction of proposed utility shed and fence. Site Details Please use the space below to illustrate site details. Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance HISTORIC PRESERVATION BOARD • 300 N. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl..gov/HP 417,174g paozg- I NOON NOON EN Wi apartment) .. - E NONE' MEN NOON structure) NOON NOON' NOON NNE MOMEN NONE Avenue O EMEMEMEME MMEMEMMIMMEENNE N i MMMMMMMMEEMINi NNIMMEMMEEM N E EE Building/E E E E EEEE NOON NEE NOON Proposed NOON Fence NOON NOON e Proposed NOON E EE EE Gates NONE NOON NEE ENE EM HISTORIC PERMIT A I I -,vork must be done in strict accordance with the Approved Certificate of Appropriateness building, does not approve any work outside this scope Permit Applicant is soley responsible for compliance Wo SAN RD f w k lGY 4• iv.:y u' 4 5 J,iter•, ; 31 'Yi-t:+il'il-'` _ dx-t _. f i i r` Or[niI_S ARE SUBJECT iC =TENANTS, RESTR'CTIO..NS, EASEMENTS AND SETBACKS OF RECORD Mapping2. NO UNVERGROW`L'D DNPRO'rEMENTS FAVE BEEN LOCATED UNLESS OTNERVASE $" O5'.i:. SEPTIC IF SHOIATt iS «-. 13. D-6S SURVEY IS PREEPARED FCR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT 3E RELIED Associates. Inc. Ur -'ON CR LMO SY k,Y 0T-tt=R Et.TITY. 4 O.%tEvS10NS S:-A.S'N FCR TH-- LOCArC\ OF L:IPRO.U.:Et t S H EC>: SH V D t:OT SE USED TO RECO 4 i RUC i 1C9 Y._ST CRA.`:GE STREET EWNDARY LNES. 3CLNDARY E ARiNGS AND DiS T ANCES ARE SF OAN AS PLA iTED UNLESS DENOTED AS Lt=_AS'URED ALTAMCNTE SPR:SGS, FL S. BEARINGS ARE BASED aN ASSU ."ED DATUM AND CN THE LINE SN015': AS SASE BEARING (Bar). 32714 S. PROPERTY FERECN L0CAT'ED IN ZONE ' X ' PER F.I R t.L CO1.11.tUNiTY P_—EL N0.12117C 0070 F DATED 0-7M7 PH (407) 6z 11:5 7. EU1! Jt,%G LINES S'r.0Vr'ti, REr"-SENT BUILMNG WALLS Si.ES. IFANY. NOT LOCATED GR StiDiti. ( n lwpL ' { I SJ• Lr PTaperr7 Add,- ss 615 PARK AVENUE CALE V = 30 t I 33' t 8' I ST rya SET L314c SY Ra ' +• LB4i55 ^% C" —" 1 u^ s O i I S:ar m CL " v m 1W 4* If AII R&5 LOT 8 N 89° 40'34"E 117.01'(C)11T(P) 112.01'( TO P.O.L.) 4 W N p OIi\ fl v LOT9 Z a .° 6LOCI\ 8 o O l< e L I 55 n9 x I I N0. 33' 1 801 la 0 E 19. 9 N j5 v 3 i14. 7 AC Wood Steps S 89049' 12' W 117.52'(M) 117'(P) 2 Sbry. vcod a crk Bu':drng Neighbors t i wad REC R9 La 6393 ra-ma vvaa 2 Story wood Frame Bu3ding a c o REEC P3 Ls1I69-.s5EYENTi 3TRF_F_. ATP.1. ww HISTORIC PF.RHIfi All work must be done in strict accordance with the Approved Certificate of Appropriateness liuildine does not approve any work outside this scope Permit Applicant is soley responsible for compliance LOT 10 14' W J JQmrtda 1 d W 0 Cl) LD 0 i£ L O CV rN DPP. REC 1' IP. NO 14' LOT 3 LOT 4 LOT 5 DESCRIPTION: LOT 9, BLOCK 8, TIER 3, TOWN OF SANFORD, CERTIFIED TO: ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT ROBERT J. OLIVER AND MELISSA LYN OLIVER C L , MIDTOWNTITLELBOOK1, PAGES 59, OF THE PUBLIC RECORDS OF SEMINOLE BANK OF TITLE, NA COUNTY, FLORIDA. WESTCOR LAND TITLE INSURANCE COMPANY JOB NO.: 14-1981 LEGEND CONOtM . P'3"1 ataoL P' isad5gA4vpccdxdsealed dra rgofa bamday survey pedorel under N &ration of t INt 11 7j7 ttt PC _ tfiONP PRC-POutT OF REVERSE LURVE theunrersgned. Sx co*aB aud aizod on or DATE: rC - &LEG: 4LE GAP $ RP.-RAORb PRNL but t m dare dthe surrey shown Lemon and Tv tar' FIELD: 12-29- 14 MONUMENT R R= ca6feonthm persons adlaeoffes sL e20_4 ; SIGNED: 12-30.14 RSREWW. - RADK L LETGMOFMC SE • Sme"K EAS&LEM hfeon The bondary wney nnY 0mrram Lechiral standards as sd Lxdr try the FbMa Bond N R • NOT RADIAL LLE- URTTY EASaAENT ci Pmlessonat Surveyors and AL n Ch s aycr DRAWN BY: RWJ resa • NAsa tnscD E. ORAPDMf EASD&NT Sl 17 FAG. pursuant to secfrn 472-027 Florida s . 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K yq• S 1 1.. s 1y: r _ , ,- - • ' . i S L , , j r , , c i t 1 i• •y1 L _ tea- - t •. r f t •ktt'~ ',A'• eA i RI71} i t,. r/ it 4. -• -_ -rt-. f! `'r r r J .• iT p 1'• J LiniC i 1 A > ! • 1. 3 ,. _ V r ti+ l ' -• S - r_ i yr ! r ,' ; h '74y t c'.• l+; 1r13`i-11 3 • -.r.-- --- - y ', .t 4:_ r •. tri. 't ti l;:;Titi 4 }•j, i; t.. rt' , - - •_ -- , , 1' 1 •' „ - tom , t +KJ`_ ': f _ w ` 'i t 1 , 'l, ClS+•'• l.•Ly p,. t :1 7• A _ 1j. s t, .i i 1, ti s , 5 ,v.? ' 2S'• tl' il'J ,r tj;r„% i ri? s, Kf''i! fY a•'9t.:J ---- rdl"` ,.1 ' '-•. 1--'`+-`. r•.. •. .r. [`' -?•.''. h•. '' L`M i I i f C I i r H14 7b PERMIT All work trust W done fi strict accordance with the Approved crtifi tc of Appropriateness Building does not appro-any work outsicrc this scope Permit Applicant is solt y responsible for compliance r I a r J _ • •. '-T•. tiIY t." _ .. _ ...,/' - jet • • f J t - - •war '!r 1 1a]r ('J /, /- ` J` v' 11{ i i)uT r t ` fYL1'r-;. //.(..% i K - ^; 1. `41J F +,, 1 K4 1tr •'+t'T } j f '__ 'b2 d Tit to 5•tA t RCCg' tits 4 y titi p • - c i,,ca't;aF Aj?pr p y r.. ,, • y'` - ` - "-"' a-'+''•`-••--'"Y FIjS, 4 `y w:"4'r , 13 Yc ., (WCYTaE I]TQ. 4'. its ie'$iC f tl dilCe 1,t1' .y t,{ i'''-` I ., 1 _ , 17 1 • J: I .. ( i. lT ,t] /r-, 1 - ` '}.:. Y G IJ• 1 1 Ys T 4 1ry?.• r J: _ "'- y`.tAl ivJtrti v 1 ?.j 1,, i,1T a.!_f : ; •'"'y.7,,r s y 1 , a\- j f¢, y fie'' .-r_".. •,3 1 A F `4,,.'',{` 1 t J.' • , a''T'•I t k",-`' ' rS'}''T1} i ^ . 1 4-l.`;,,. ri ii'j`y :X ' I I; .tn. 4;,h tit,-r••l ti; '.'. q .:' rt 1" `•- •''i ry(I • '; tTf" d -q 'e it ' _ i.iti-N4 ai:,..{. 't"y't' ''i4Ii7' '4 '".RSl1'• • . r. 1 t.,'_ y'.-w4:'+' =},• t ..i l+.-f'%+\: tire li-:7''ry y"f A iF'r •''i , , - l;' ` 1-'+i' *' T'...Sll i i"' 1 i'. , _ I _ t l . 1'*`t i ?ul , + T. -r"t1• t ,. 1 ' ` t T' r, .. St i . t 14 S tip d;Y' + - "ti t ,:h v. , Al t ` i . ?., r•I.F'',.'i '-ti',}'Wt :*1•' .',1 2 t '+ `,: 1 •.:• I 1i`it rti, r•y2f \ r ia +y , , rJ . ;y) .. r..•, Ij itl. _ iK j,yt. Jv r ` : Y •, r '[, 4 ^ 'T ., F \ r ti PI< r?t'ts , .•" `f'r. gift' Y 1 y. 'i . •r•-,1 1• yS I \• - 1Yv 1 .. ` 1 : • ' jli i',11 + ` '/• a' , r r ' i,, r - REQUIRED INSPECTION SEQUENCE RPA P ?- r &tA. BUILDING PERMIT I in max jn e Cti®.n e elCi ti®n Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) E,LECTRRCa,L.. __ R .MRT min Max lens eetion Descqtion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection D.escri then Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min 1 Max Min I Max Mechanical Final Gas Unde Gas Roug Gas Final REVISED: June 2014 c,V,da ", larne-t ti FLA Marufachaed Bu,g P Busines (,1 1940Norih o6o,S e WA Professional Talahassee, Flonda32399- M Regulation Phone, W4871824• Fax W 414 8438 Ken Lawson, Secretary September 23, 2016 Rick Scott, Govemor Alex Martens HISTORIC PERMIT Superior Sheds, Inc. A II work must be done in strict accordance with the 2323 S. Volusia Ave Approved Certificate of Appropriateness Orange City, FL 32763 Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance 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.floridabuilding.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. Sincerely, t 0 Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.G. 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 END 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 2" AUGER BIT AND THE EYEBOLT(or z" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS DUG FOR THE 30" EARTH ANCHOR AND BACKFILLED. per manufacture guidelines). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A " X 2' 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 12" HOLE IS DRILL INTO CONCRETE 1 2 OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE WEDGE ANCHOR. A Z" X 2' BOLT AND NUT W1(2) 2" X 2" 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)' " X 4 ' 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) 5- ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR Table 4a 011e152012 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 thert_4,900#. 2. Anchoring system to ground per local building code(by dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shalt be placed through the bottom plate(floorsystem) and attached to anchor. TABLE 1 TABLE 2ShedAnthormgtoConcreteSlab Runner Spacing shed 4u rdt! Side or Shed I max.ancher - 13'-d I 280gILF 1 T-6" 11'-8' I 2 0p1LF I•_ IV 200d 71LF LF 6'.1 120 LF 3' - Shed Width X3 10• 1'--r 51" Values from end ofjoist io centers of (2) 4" x 4• skids only. 13'-8" wide sheds have (4) set of skids TABLE 3 Suppon Fouling Pad Sparing for Runner Blacking for Single Wkk (CW) or Double Wlde Sheds(DM shed Descri Bon Ehd Pad Side Ru-x Pad T Interior Pad Side Runner Pad TypeShed1AFddtTLW'-PLF End Pad Max. S 13' 4,15' f 332 0" - 6 1936N I , or 1879# I II III or N SWW 6.00^ f 480 T-F 6.0" 2558 1 Ik III or IV 25584 I, It tit or tV W/OJDW 5.00' f 400 0" - 6" 61-0 24W4 E 11 18 or IV 24004 1 II 111 or IV 8'IN 4.00' f 320 0" - 6" li-0` 20294 1. It. fit or IV 213 or IV SW 3.00' ! 290 W - 6" 6•-0" 1656# T III or Iv 18W# 1, 11,111 or IV 1. Pad sparing is end to center arpad 2. Pads other than and pads spacing is center to center_ 3. Use soma max. spacing for interior spacirug- T Pad Dimensions Max. Load" M facial x x 16" 1 7784 crete block uali cement & sand mix 4' x 8` x 16" 3 50(rA ncrotd bkck uol@ mm ht& sand mixNonAI16' x 16" 3 950# Pads iV x 8 x 16'1 1,9001E Icencrato b oc ual ty cement &sand mix Load width on runner, Based on 2.000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES:. 1. Hollow or sold concrete blocks may be stacked on pads for high satn up to 48' max. without reinforcing. 2. Pads required on 11'-8' & 13•-8" wide sheds only. T X 2- FLAT WASHER W/? NUT O O 2' X 4' BOTTOM PLATE SIMPSON HS-24 CUP O or equivalentlp XkX12- FORGED EYEBOLT T X 8' P.T- FLOOR FRAMING TYPE 1, II, 111 or IV PAD WIBLOCKING OO SIMPSON HS-24 CLFP (870# UPUFn AS REQUIRED or equivalent' X;)- BOLT Wf(2) 2" WASHERS SIMPSON A-24 CLIP - or equivalent T (f) }' x 3' (1,200 UPLIFT RAnNG) EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED4" min. ANCHOR INTO SLAB @(spacing per SCALE: N.T.S. CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE: N.TS. x 2" galvanized washer ith 1/2" nut Itxeaded rod e wuplo 2"bolt &nutwi(2)2"x2' enlzed washefs(2,000o r capacity) 2"forged eyebolt lrncane auger anchor S7RAP DE7AlL scalein.tsn.ts. x 2"FLAT WASHER Wf z NUT 2" X 4" BOTTOM PLATE Anchor Spacing of Auger Type Anchor-, for Single Wide Sheds Sh-1- 1i Iv - i UplmP A chuel V Max. Intener Spacmq, 7,0 243 1 to 1 •-0" 1a•-o" 5.ar 174 r-o" to 3'-0' 1a-o- 8'-0" Table 4b Anchor Spacing onfAugerTypeAnchorsforDoubleWideSheds 30" Eye Au a AnchorMedSiEEndAnchor- Max to 'o d 1 4 to 3. S. 0" Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or J` x W expansion bolts. Notes: 1. Anchor sparing is based on a 3 second qust at 180 M.P.H. fora Exposure "C' Enclosed Building per ASCE 7-10. 2. All measurements listed above arc center to curter cf anchors. 3. The minimum number of auger anchors is (4), (1) P_ each comer of shed for sheds loss in length than the maximum. 4. The minimum edge distance for expansion baits is 8 diameters or 5" t•.x t expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to exis" budditig, In which anchors can be placed on and walls as dose to sides as possible. 1) P x S" (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4' BOTTOM 2' X {" BOTTOM PLATE LATE NAILED TO 2' X B" PT BASE CONCRETE SLAB BY OTHERS THE LOCAL CODES AND JURISDICTION X 12" EYEBOLT OR } THREADED ROO (IF NECESSARY) WITTf 2" X 2' WASHER AND NUT (Z0"CAPACrTY)9 UPLIFT 2' COUPLER IF NECESSARY EYEBOLT AND 30' AUGER ANCHOR FASTENED Wf Ti' X 2" BOLT AND NUT WJ (2) 2" X 2" FALT Wp GRACE_ SEE BUILDING ANCHOR DETAILS NOTCH OR COUNTER SINK BOLT IHRU 2"X4"PLATE 1- 4" min. ME SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2414 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a Wind velocity of 180 M.P.H.(SW).& 190 M.P.H- (DW) (3 second gust) DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDING TYPE ACCESSORY STRUCTURE WIND VMOSCiTY S . 11 hi.P -I' (ow 190 M.PN.) MEAN HEJGHT 9.85 2 ALLOWABLE if OF FLOORS 1 ENCLOSURE CLASSIFICATION INCLOSED FIRE RATING - NA SINGLE HELIX EYE AUGI=R ANCHOR SCALE: N.T.S. WIND LOADS Roof I Wall 4. 56.45 41. 34.08 ESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD = 125 PSF FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD - 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIE(JT.F,-tF_1(3 02-23-2012 02-232012 04-02-2012 05-02-2012 06.18-2015 O 6 c t-) Zia us o LUam- _ WoO-U1 So LL mlY ft1 x • O Ooe'AW N W „0- WM n i N W (n O ]' U Z C5 Z jr- LU W z ZO o UJad°' ka o c ZZ m CC w P L¢LIQ0p Ci w p eN Q SHEET 1 Ctestort, Jr. P.E. of PE #35846 P.SJ APPROVAL 0 -06-0 2) 2 x 4 spruce headem and (2) 2 x 6 SET-UP AND INSTALLAT}ON OF SINGLE WIDE SHED 1' z 4' bridgi - 12 -: l b r (l r 01-01-2012 y,aA aluminum Save v _I p.L pine each aide non load bearing „• y 1. BUILDING IS PLACED IN REQUESTED LOCATION Olt SCNEDUIE 40 PLC TO ALLOW FOR MOVEMENT TO PLUM OF SQUARE 02-23-2072UNITTOHOUSE: FENCE; PROPERLY LINE, ETC .. wind bHarslg) - (2) 2 x 8 p.L door bucks added—a"es Q 5 xdheegarage door khais6ed .. - 02-27-2012 - uminum roof when garage door Installed double arches Tor garage doors 3' k 5' (MTek) CODE PEVIIEW 2- ONCE UNIT IS SOUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING L4 BLOCKED ON THE HIGH 03-13-2012 T X A' a r.ur.-rr+.., SPOT AND LEVELED: THE GTHE2 END OF THE BUILDING IS BROUGHT LP To LEVEL AND BLOCKED. THEN THE CENTER OF 02-28-2015. garage door sizes - conna of p(a[e^ f TES IV Fr,P. THE BUILD140 IS SUPPORTED TO LEVEL. BLOCKED AND SHIMMED- - 1 x 4 bridging {Lyp: min. max- cc equivalent r :n - 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. a •g widlft 6` 51 I L ANCHOR PLACEMENT IS FSTABLL.HE , BY THE WIDTH OF THE BUILDING- HOLES ARE DRBiEDTHROU GH THE r X A- _ DOOR E a ELSE g$ T-0' Arch Detail for Press places a I. a BOTTOM PLATE N4THH A j-ANGER BIT AND THE EYEBOLT IS FASTENED INTO F7JK,'E. THE MCLE IS DUG FCR A 30' EARTH See oafs 2, 3, 8 4 YPA1?S . , 3.i 5; „• . ^ ANCHOR AND BACICFILLED. THE EYEBOLT AND ANCHOR ARE FASTENED wick A t' X 2' BOLT AND NUT. winda, A, ( ) 4' blo _ % ckingscale: Pis- 5. IF THE UNIT is - TO BE ATTACHIED 70 A CONCRETE SLAB THE atsiONG IS SET ON THE CONCRETE SITE AND SHIAMED UP opeKll - wall anchor details TO LEVEL.- A l- HOLE i5 DRILLED wn-H A K"WER ORILLINTO CONCRETE SU81 k (XF RBA JOIST. THE EYEBOLT M FASTEN THftf "THE BOTTOM AND A (A.24 SINPSON CLIP) IS PLACED OVER THE tWEDGE ANCHOR. A j X 2' BOLT NMI NUT W)7) END FtEVAT10N WITH DOOR TWO SKID MODEL$ -Simpson LSTA-18. USP LSTA-18 T WASHE2 18 US®TO FASTEN TtiE EYEBOLT AND SIMPSON CLIP TOGETHER E sine • icane Strap or equlvelarx GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS 1. BUILDING SHALL 1LE fNOAUE' TYPE IX ANCHOR MANUFACTURED GY r i PRIDE OF an studs) BMSTOL; VA THE AVERAGE HOLDING POWER IS NOT LESS THAN 4.900dr See detals beknar - ` aluminum - 2 ANCHORING SYSTEM TO GROUND PER LOCAL BUILWNG GOCE ""9`""^'" ""-""y • *""° Siding 3. EYEBOLTS SHALL BE PLACED T11ROUG1 THE BOTTOM RATE OM SYSTEM A OR SPACING PF3i TABLE 1,. varies —I t2 C41P Or NS- 24• USP RTC Shad m CV'l= Fi S 4r' - 1' x d" © 5 single or datde C8p Or aqu[tiaEenr Table 1 r Table 2 Runner Sparing r q t S . 4J F p Wide efd! max. en vrind bracing) m :. TYPE I, it. o In CONCfat 1 $' i-1D Y-11' 6'-11 a8 corners > 2 x A header {typ" } _ _.. _. __ -ADS PADSWlBLOCKX 12- EYEBOLT home door 1' x 4bridging(wbd tracing) REQUIRF_D AUGER ANCHOR Optional) 2 x 4 studs, (typ.) grade - — Fr T x 4' blocking _ .. 7 x 4' tso sea wag arhtYhoc details $ Values from and of joist 1n center of (2) 4 x 4 skids only- I T-r wide sheds have (4) sam of skids: plate 2 X 4 bottom plate SHED WTfH-SHOD ATTACHED t and anchor bolted Support Footing Pad Spacing For Single W1de(SW} or hurdcam Strap(typ-) Ina ISOMETRIC OF SHED 3Id' t8g ptyboatd or advantage --: 2 x< p.t e, rtdkids rag z together wf 3' x 2' boft and Table 3 Douce NNde(DW) Sheds- M Simpson LSTA-18, USP g (2) r x r gaiv_ washers on End Pad Lun Interior g unner scale: n-Ls.- END ELEVATION FOUR SKID MODEL 4 and 3' nut ex' LSTA-18 or aqutvalem r x e• sidera8 T x 4` stud ry fo - a wl14{18d}nails _. sine can se 1' - - ill forinfornatan net shownseeandetavaadnwTltldoor ' x 4' header r WALL ANCHOR DETAILS or scoe: n.Ls. OUTSIDE WIDTHS Simpson TP35, USP NP35 Noes- sp g i end m cent r tpad - . a 40'-0' max- length 8', 8', i tY, 1 T8", Ix 13g` Nafipiffie a egtrilralerlF 2 Pads other than end pad ring b r Imr t. rAnrtier ' q x B` t frarniniomt 9 jr x4' ruip slats 9 {) 12 w)8 ( 10d) Palls 3. Use same maidlnurrl s, . 6x interior nsalss. X extra 4" runner x 4". ruer requiredan, Q 5 4' x 4' header ons x. Loadx x. CAri - m r - W_ 3 -8' wide steedsseearchditsscants. 16` olo joist sparing. gkled tongue & r _ groove ply -board wiadditional V x 4` T X r square Ined w(d!h an nx%w - .. i 3 Y g : Simpson center NS 24, USPRT-6 3" x 5' (AMTek) ( gafv. washer w! ' nut •• Based on 2,000 PSF Soil Beating Capacr AZO00 PSF is typ.) loq X m i_ 4 V V .ti . Clip or equivalent ksla3iad at 10 required or F }' X 3' (870# upTft otea: n« between equivalent }" X it (aged eyebolt` N Hollow or sad concrete blocks{8xBx18 may be stadKed an pads for high sex up to 48' without IeuJorr ng ., Simpson HIS-24 aOng) expansion bolt 2. ADS pad required on 1T-a' & 13'4i' w buld iNs only floor inlet and 4• x 4'runner USP RT-6 CT or - - or wedge anchor into _ T k 6' L' tea for steeds aver P Slab r tatAe 3 Tab(e 4a Anchor Spacing of Augur T Sung a p- P egCEavalarlt ( Pe } P uhg g YPa Anchors For Single Wide Sheds G 1 G In IargU: ft:j- 3X Eve Auasr Anchor 3' x 5' MTek Connector plates (8704 uplift} ,n,' ., ' x r boil w ( 2) s= t8.g plybaatd ,;—. -- Z x2 resat 7 4orequivalent (bath side) r - ,.. IK - r x 4" botaxn 4'1 kn. 115.9T FLOORFRAMING PLAN around 10, all r x 4' Consfructknl - .... Carwam slab by cCters 8E - `'.. - scab: = T -g OW^$>M AT7Ar-H D A1tGFk=n. I - ? Q.i3 %n Local Codes 8 Jurisdiction h Table 4b Anclofi S w • B . -2 T-0' 4' x 4' door header I TO CONCRETE typ- 2' x 4" under header apply r rIg Spacing T Au Tve ype Andlor Far DoubleU+tada Sheds v x. L, 1' x 4' bridgkhg( wind bracing)E on ouster E,.., c- aN c:,; 1 x 5' 40txt ¢ A3umlrnrm dodrskir, an l - l }' (e anchor Into won of and sugar or slab anchor uI °i a °° a. 2' x 4' bert(typ.) Front and aadK Anchor : concrete slab at spacing A.NC40ft NOTES: apace is ezampEl'9: 30" iI(ger a I}' x 3`. expansion bd>s- y , Q 4' x 4 windowheeadderOConcreteslabby.there ( per mole 1) Z EA CREMENT ABOVE ANCHOR SPACINGIS CENNTTER TOCECENTEEROOF A CF1CATEOGRY 1f1iiS.AD'3ED 0t1IDfNG EXP. •C' 1 "man.. 3. THE MINIMUM MUN ER OF ANCHOR IS (4) ONE Olt EACH CORNER OF SHED FOR SHEDS LESS IN LFNGfT THAN THE E r x 4' windowsill Le[eT Codes & iunrxicJ;ah } notch a c.urhlg sink b V apply MAxfM4MEc -b? r x 4' bottom plate _ bolt Through rx4' 4. THE "IM7M EDGE DISTANCE FOR EXPANSION BOLTS IS a DIAMETERS OR S-FOR A } EXPANSION BOLT_ 6 k }' T&GplyboardOPTIONALWOOD .FRAME -T- S. ANCHORS SMALL BE ON SIDE WALLS EXCEPT MEN THE SHED IS PLACE MEET TO AN OISTiNG BUILDING IN WHICH CASE 4' min. 2-x 4" bottom plate nailed TO ANCHORS CAN BE PLACE ON END WALL AS CCDSE AS POS SL'E`To 370E WALLS, Simpson HS-24, USPRT4; Clip DOOR CONSTRUCTION t r x B" p-L vase GENERAL NOTES: w equivalent ( typ) allstuds, SCALE N•T Strad W&h Floor Remove Anchored to Connati waa arldn det*51. ALL BUILDINGS FROM Zi so- FT. TO 72o so- FT. ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT fi-W (max.} for connection scale 1 ¢• =1'-W STANDARD PER FLORIDA STATUTES. SIDE ELEVATION WITH -DOOR & WINDOWS - 2. Ail BUILDINGS FROM O SQ.FT-To 400 SQ. FY: ARE FOR USE WTH ONE AND T;NO FAMILY 2' x 4' bottom plat RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBC- sCahO }• = 1' #2 pi2z4frame [typ} - 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SQ. Fr. OR GREATER r- 2` X 2* agitate gafvaNzed /' MUST COMPLY WITH THE 6'-8' DOOR HEIGHT AND THE MIN. AND MAX WIDTH REQUIREMENTS. m (typ.) 12 1 r4' x 12 114" rough steel washer with }" nut 4. ALL BUILDINGS 400 SQ. FT- OR LESS WITH 72 DOOR HEIGHT ARE ACCESSORIES TO L) 8 .pNsung T`' 7& G plybo®d THIS PLAN W STRUCTURES. RES. 2 1` x4' bridgirg( wind tracing} 5. THIS Pl11Al WAS DESIGNED P@2 711E FBC AND THE FBCR 12114• of A2 pi S. FASTENERS FOR ROOF AND WAILS SHALL BE SCOT$@TRUGRIP METAL TO WOOD FASTENERS U' bottom r x 4" borlt{typ.) - m P- AND SHALL BE 9-15 X 1' OR EQUAL Wl 1-(MIN-)THREAD PENETRATk I,047W-) e Q 1 x 4 wind brace (typ,) at )4' PlYboand r x G aide mil T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. W 8 fPZ w 11r€i= 3 Wes.. r frxrmrnars Forged Eye Soft Q}'ThmadadRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Z I r 2 1, 8 .L side rag p _ ra t r7plyDoerbotforn dd 16 laze'' }'Coupierg fNecessary for Level 2014 FBateC-Silt Edition, 2011 NEC, 2014 FFPC W ¢ set I hereby certify that I have reviewed these plans along with all building materials and id r k{8 I 'far•', I„ - '• •Shnpson:HS-24. USP HS-24 Clip or 17 HYDROVEM• DETAILS eyebolt and anchorl olted m: equivalent{typ} an studs scale: r = r a' x 1r Forged Eyebwt components used in the manufacturing of Nile sheds. The material and components either O LL will anchor details together wf } x 2 and (2) have a Florida Product Approval as required b the Florida BuBdin 'Commission Ru ~ for calnetdFm 2' x 2' gaty. washers and 30' Hurricane Arhdha ) Y 9+{ SN3) W m SEE SIDE ELEVATION WlTjl DOORSAND - - . rtuL or were analyzed using the'V* Stress Design. All materials and compone i Yatltj) the WINDOWS FOR INFORMATION NOT st1DwN 2014 Florida Building Code, the Florida Manufactured Building Act and 52ulss SIDE ELEVATION STRAP DEru s ' N.E.C_ for a category 1: Enclosed Building, Exposure `C", with a wl'vF"z, R}ror tom, M Ii tea • = T FAs sine! - n Ls. (three second ust) _ v N - WIRING DIAGRAM optional electric) N Q scala nis. Ali wiring shall be me L O cable 14 ga- 3 wire S7 9 DESIGN PRESSURE RO0, F WALL FLOOR LIVE LOAD 75 Dt$ iGN CRITI RlA FLOOR DEAD LOAD B PSF 4 4" 1: ILDING CATEGORY 1 - ROOF LIVE LOAD 20 PSF J 1 ROOR DEAD LOAD 6 PSF , SINGLE HELIX AUGER ANCHOR ILDING TYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIENT 4- 0,18 STRUCTtON TYPE VB jJ Of 1 see table 4 for spacing C gralern-ts.' DYELOCIIY 180 MPH $ encase in an metal _. ..._ -. WABLE g OF FLOORS 1 boxes - - ERATIN WA' - G.F. t-outlet CLOSUR2CLASSIFiCATiON ENCLOSED 4 E ROOF HEIGHT am R Fp368i8 `' RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SAWORD Bllll_DING 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 HISTORIC PERMIT All work must be done in strict accordance the Approved Certificate ofAppropriateness Building does not approve any work outside this scope Permit Applicant is soley responsible for compliance