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HomeMy WebLinkAbout1800 S Mellonville Avea Ks-t i" ro FEB 12 201 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) X 70, ( 00 Documented Construction Value: $ ©p Job Address: D i V V �G� t U l%� l� Y' Historic District: Yes ❑ No Parcel ID: Residential [B Commercial ❑ Type of Work: New N Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: Phone: 9�+�i 2-To' '�-9��_ Fax: k f` t Q iicaw} skbm, iAt d mu;%ioN I t v,c tv t2. x tko 1Title: 0 c-0 v-Q V" Email: 0.`�� j o -p—m6i . Nk2 I t (v PropertyOwner Information 1 f , Name �-`�'v� �^e, �/1 Phone:. �-� Street: (S 0 S = Ili-��C� �t�F. ��E Resident of property? V tf) _ City, State Zip: C—( 32 -T� 1 Contractor Information Name Street: City, State Zip: Name: Phone: Fax: State License No.: Arch itectlEng ineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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. 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 V` Revised: June 30, 2015 Permit Application \ 2 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to Us, 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 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, applicablelaws regulating construction and zoning. Print Owner/Agent's tame Signature DEBBIE ELAN I UN M,.Y COMMISSION # I'F 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Yuown to Me or Produced ID Type of ID I) L eov 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 ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ Plumbing - # of Fixtures # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ' � UTILITIES: _ ENGINEERING: FIRE: COMMENTS: tom-bkAw,QP o n k `( .n WASTE WATER: BUILDING: sr 3- r.- j Revised: June 30, 2015 - Permit Application REQUIRED EMPECTION SEQUENCE BPff- � 4. 79 -7 Inns2ecdom Descripfibn. Footer / Setback S-femwall Foundation / Form Board.'Survey Slab /Mono Slab Prepour Lintel / Tic 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 Roof Final Stucco. / Siding Insulation Final Final Utility Building - Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: hine 2014 Address: iskavi S. it 1. Min Ma. Inspection.Deserl2flon Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final LM—k J Mix Inspection DescidEflon Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final Mechanical Rough Mechanical. Final, P."A 710. Gas Underground Gas Rough ............ . .. ..... W �Klbrwviillltom Prepared By and Return To: Artesian Title, Inc. Attn: Caroline Veraguas 6735 Conroy Windermere Road, Suite 315 Orlando, FL 32835 Order No.: 2017-359 Property Appraiser's Parcel I.D. (folio) Number: 31-19-31-508-2 000-0130 WARRANTY DEED THIS WARRANTY DEED dated January 29, 2018, by Debra Nardello, a married woman, whose post office address is 220 N Scott Ave, Sanford, Florida 32771 (the "Grantor"), to Arthur G Albritton and Margaret M Albritton, husband and wife, whose post office address is 1800 S Mellonville Avenue, Sanford, Florida, 32771 (the "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" include all the`parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That the grantor, for and in consideration of the sum of One Hundred Sixty -One Thousand And No/100 Dollars ($161,000.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the grantee, all the certain land situated in County of SEMINOLE, State of Florida, viz: Lot 13 and the North 25 feet of Lot 14, Block 20, Less the West 7 feet thereof which is reserved for Alley purposes, 2ND SECTION SAN LANTA, according to the Plat thereof, as recorded in Plat Book 4, at Page 38, 39 and 40, of the Public Records of Seminole County, Florida. Said property is not the homestead of the Grantor under the laws and constitution of the State of Florida in that neither Grantor nor any members of the household of Grantor reside thereon. Subject to easements, restrictions, reservations and limitations of record, if any. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in any wise appertaining. TO HAVE AND TO HOLD the same in Fee Simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to: 12/31/2017. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. I 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) 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 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed 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. 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 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. 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 / J 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 1 and materials. I, 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 C C 9 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 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. I 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-,---' ddressf Itoo I Y �16 h U f► `� 9 0Q- I, 1a R vt , do hereby state that I am qualified and c ale of pe forming the requested construction involved with the permit application filed and agree to the conditi)m,K, specified above. Sig at a of Own der 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 SUPERB® S'HEDS, INC. DATE STOCK MANUFACTURER SERIAL# 2Z-1 q Y_ BUYER LAST NAME FIRST Gary Albritton 1800 south Melonville ave 1 286 8885 IF 1 Of SIZE MATERIAL COLOR WINDOWS VENTS ELECTRIC WALL HEIGHT DECK BODY -pie+1 w� 6�L X i ROOF A t2Tt L cvVA 0-� � � 1 !l � P� TRIM i �� f/ C HOLE RAMPT6- ARAGE DOOR ENTRY ct DOORS: TYPE WXH RHH/LHH COLOR N X H 8' 9' "']'7 X �(� HER / MISC: -- = I A i � '-j-Q FIN -CASH 'RICE_- � 5 r1'? _T AX + 3 OTAL =_ 55 -? . DDITIONAL + ,ESCRIPTION t2 A EPOSIT $ _1 ®r_)('JC'0 K CK._._, CASH_ UUt: 'ER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? IAL FEES / SPECIFICATIONS / INSTRUCTIONS: $r' l� �T Ji r a^o 'Pry cR S ' i Z t fe �Zf NO tv", 4D�t��j o. I 4PLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE IYER RESPONSIBILITY. A $100.00 FEE WILL BE CHARGED IR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. PERMITS: BUYER IS LE FOR ALL PE RESPONSIBRMITS. CONUR LOCAL TACT YO MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION IYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED OBSTACLES THAT HAVE NOT BEEN REMOVED. ANY SITE PROVIDED AT TIME OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS. BE AWARE OF BACKS. SET RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE. EP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. IE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BUYER+Garyrifton OCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE. LL TERMS AND CON ITIONS OF THIS AGREEMENT, EASE INSTRUCTIONS. OUT ONS.LIVERY REQUEST FOR DIRECTIONS BUYER POSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON LIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 'EKS PENDING DELIVERY, UNLESS PAID IN FULL. BUILD- S MANUFACTURED TO SPECIFICATIONS WILL HAVE A Print Name to CHARGE FOR CANCELLATIONS. ODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR EDS, INC. UNTIL PAID IN FULL COLLECTION COSTS, IN- DATE:2—1 q SUPERIOR REP Longwood �, SIGNATURE: JDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY BUYER LOT ADDRESS: 1057 N. Hwy 17-92 Longwood FL 32750 PHONE: (407) 696-2006 III Residential & Commercial mquast@superiorsheds.com Marge Quast Sales `V ShedsVir, %*16 • Gazebos • Carports • Steel Buildings j Sales & Display Lot 1057 N. Hwy 17-92 Longwood, FL 32750 Phone (407) 696-2006 Fax (407) 696-7208 www.superiorsheds.com SUPERIOR SHEDS DELIVERY REQUEST - INSTALLATION DETAILS Date i— t Q — ( a Sales rep Longwood .y� Shed location Customer Gary Albritton Install addresPhone (h) 941 286 8885 �c) s1800 south Melonville ave City Sanford Zi 32771 Miles from lot Directions p Shed size t2 X t� Style C = Sr.# Color Ramp Size Info Yard Placement Diagram: Obstacles to install on site? Fence Y6)AC units Y N Trees Y&Overhang Y isower Poles Power LinesY&Septic Y ieprinklers C-N, ate Y- J�idth wide enoug6�—N Underground cable & water lines marked and away from anchoring si eY ,Crane in Turning radius ok for shed in yard if requir d-N Other. Customer will remove or secure any of the above obstacles which will prohibit install before the delivery da CeY-;N Description Site Path must be clear/ready before delivery - *additional fees will a ply if deliverty crew must do site prep work. Install site must be "LEVEL and ACCESSIBLE" before deilvery. L vel -N Anchoring surface D 1 2�_ High set Issues/requests Roll in Y-N, Distance of roll in i® feet. Any distinace above 25 feet will carry an additional charge to be collected at time of delivery. ** One set of blocks and anchors is included as per size of shed and drawing requirements - however extra block needed for high sets or unlevel areas will carry an additional char a and collected at time of delivery. Customer Signature--: ignature !LAhi—ountdue,upon delivery $ _ V- S� to 2. PLEASE CUT GRASS AND, R OVE Ad ANIMAL WASTE BEFORE DELIVERY. TREAT AR EA FOR PESTS AT LEAST 48 HOURS BEFORE DELIVERY IF YOU PLAN TO TREAT THE AREA. DAMAGE CAUSED BY OBSTACLES NOT REMOVED IS BUYERS RESPONSIBILITY. PLEASE REVIEW WHAT EXTRA CHARGES MAYAPPLYAS NOTED ABOVE. PLEASE REMEASURE - REMOVE OR SECUREANY OBSTACLES - PLACE FLAGS PROVIDED TO MARK REQUESTED PLACEMENT OF SHED IN YARD. I Ic Mkxw- - � Lo �� I0IT'To ct Do ea'a �3e GRANT MALOY, SEMIN©LE COUNTY CLERK OF COURT 8 COMPTROLLER PO BOX 8099 SANFORD, FL 32772 407-665-4405 WWW.SEMINOLECLERK.ORG REF: DATE:2/12/2018 TIME:10:54:15 AM RECEIPT: 1649861 MARGARET ALBRITTON ACCOUNT #: 0 ITEM - 01 NC RECD: 2/12/2018 10:54:30 AM FILE: 2018016242 BK/PG 0 9073/1792 FIRST PARTY RE NOTICE COMMENCEMENT Recording Fees 10.00 COPIES 1.00 CERTIFICATION 2.00 Subtotal 13.00 TOTAL DUE $13.00 PAID TOTAL $23.00 PAID CASH $23.00 CASH RETURNED ($10.00) -------------------------------- REC BY: tsmith Have a Nice Day I THIS INS MENT PREP JJ BY: \ Namen^,'`►w � Address: S. c 0.Vi NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT DIAL OY= "NIHOLE: COUNTY i L..ERK. OF' CTRC:MT COURT e. COt'!F'TR:OL.' ER 1'I; 91J73 F'q 1792 CtPsa '� CLERK'S g 20/80/6242 RECORDED li?:'1?/?Ii1 11i '_ 3Ci rti'i R:E COR:D1HC- FEEL, >1il.ilit RECORDED BY t s tii i t h Parcel ID Number: 3, I 1 1 ^ SO iig 2—d0 p — O 1 3 t7 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) R c7c� 5 m e, t t 0,1 J: t I L C Lea: N a r=m giL, 10 F=1 a.,j d -&-- eA=, r,.,, -sot" La.I- la. GENERAL DESCRIPTION OF IMPROVEMENT: J4 x L(,) S(, f,aL OWNER INFORMATIO Name:Garr!, Address: I � DD e 0 0,� 0.1(,c. Fee Simple Title Holder (if other than owner) N Address: CONTRACTOR: Name: Address: 4 i E'JI_" a-fi> Yr lam' - 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: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in 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 CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the_best of my knowle a Ind be-k f. ovkeignature l Owner's Printed Name FI ri).atute 713.13(1 g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' (�4 State of County of � j�yl The foregoing instrument was acknowledged before me this day of 20 OY by a I Who is personally known to me ❑ Nayhe of person making statem nt le OR who has produced Identification type of Identification produced: T (� DEBBI�NTONN MY COMMISSION # FF 178648 EXPIRES: F6brua 25, 2019 c�. ry Notary Signature �� •�' ©onded Thru Nolan Public Underwriters BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 13 AND THE NORTH 25 FEET OF LOT 14, BLOCK 20, LESS THE WEST 7 FEET THEREOF,- WHICH ISRESERVEDFOR ALLEY PURPOSES, -2ND -SECTION- SAN LANTA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 38-40, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. - - ---------- - --- -•- -' '--- -•-• -- ... ..-"- .., .....r., v. ....,....,�� . wvVa. V, -1 1L1\ F.I.R.M. COMMUNITY PANEL NO. 12117CO070 F, SEMINOLE COUNTY. MAP DATED SEPTEMBER 28 2007 NO CURIE INFO. PROWDEDl SOUTH R/W LINE SHOWN AS CHORD. Q a ROSALIA DRI VE a NO CTm[R S8523'15" 1 3.55' 97.17' M ,n LOT 1 W LOT' Q -1 1tiTk IT Z sc►.. �dC 0o Alf <a O v v pI 0 LOT 2 I r s p an N8 8 4L N 0p Op'y 130. Re-VAIAID oo• RD 6�=' d ER�407.14 ALL LOT 15 p BL OCK '20' m CER77FlED TO.• ARTESIAN 777LE, INC. FIRST AMERICAN 777LE INSURANCE C014PANY RP FUNDING, INC., 1SAOA/A77MA ARTHUR G. & MARGARET M. ALBRITTON AA�R z 1800 S. M£LLONWLLE AVENUE LEGEND D: FOUND CONCRETE MCNUIIENT O FOUND PROPERTY CORNER E EAST DRIK ENTRANCE R RADIUS / RADA. S SOI11H NOTES 1. BEAR9HS ARE BASED ON RECORD PLAT. 2 THE SURVE SHOYM HON WAS SURYENll BY THELEGAL C, SET PROPERTY COWER ENCL ENCLQ9INE SAN. SAWARY DESCRIPTION PROVIDED BY THE CLIENT. O PERMANENT CONTROL POINT A DELTA - ESYT. EASEMENT SCR sum 3. ROOF OVERHANGS AND i007FR5 HAVE NOT BFE)7 LOCATED. A/C AIR CONDMONER FNO. FOUND LP. IRON PIPE S1L SIDEWALK T TANGENT 4. NO IMPROVEMENTS OR UNDERGROUTA URUiIES HAVE BEEN LOCATED EXCEPT AS SHOW BIJK. DLDCR I.R. mm ROD TEL 7EU"ONE RISER BOX 3. THIS SURVEY IS NOT VALID NIDIOUT DIB0.= SEAL. B4O.B BASIS OF BEARING L LENGTH TLP. TYPICAL 0. THIS SURVEY IS NOT VALID FOR ANY REAL ESTATE TRANSACTIONS 90 DAIS BRG BEARING M. MEASURED U.E UTILITY EASEMENT WIT) - WIT) THE FNAL SURVEY DATE SHM0 C47V CAME TELEVISION BOX N NORM U.B.B. UTILITY RISEN BOX F 7. NAS NOT ABSTRACTED THE LANDS HEREON FOR CIO. C AIN C.L.F. CIALN FENCE N/0 NAIL ! dSC PC.POINT OF W PAST WF. 1100E FENCE EASEMENTS OR & THERE MAY ADDITIONAL RESTRIWSS THAOF T ARE NOT RECORDED ON 7M Clf. CONCRETE YONUYFNT CONCRETE P.C.P. PERMANENT CONTROL T C NTROL POINT WAL WATER METER PLAT THAT MAY BE FOUND IN 71E PUBLIC RECORDS OF THIS COUNTY. CO�R. COWER TANGENCYCONCRETE P.T. POINT OF ® ��TE a ALL BEARINGS D OLSTANtfS ARE PLAT AND MEASURED COVL COVERED P.O.B. POINT OF BEGINN P.C.C. POINT OF C%WENCEMENT NLSS NGiFD/OBiERM6E, D. DESCRIBED D.E. DRAINAGE EASEMENT P.O.L. POINT ON LINE P. PLAT E CERTIFY THAT THIS SURVEY MEETS OR PREPARED FOR: ARTHUR G. & MARGARET M. ALBRITTON LOT SURVEY DATE MINI E MINIMUM STANDARDS SET FORTH BY THE BY THE FOUNDATION DATE DOFLTECHNICAL ANT TO 0RION BOARD OF LAND SURVEYORS, FLORIDA PREPARED BY; FlNAL SURVEY DATE - - )ANSTRJTIVE CO E. PURSUANT 4IM51RATIVE CODE PURSUANT TO SECTION 472.06, SLANT 70 SEC71ON CHARLES ROB DEFOOR .DRAWN DATE 1-27-18 2.027, FLORIDA STANTES 1�6I PROFESSIONAL LAND SURVEYOR PA HARLES R. DEFOOR, P.L.S: 4189 _ -_ DATE 197 VILLA 01 ESTE TERRACE, UNIT 113, LATE MARY, FLtA. 32748 7 OF REVISION nATF. ' - WkIa�, s rlt*l " Manutachued RW&V PrVarn BUSICI�S 1-�dfln�t�woeStr t S�Ae NA Profess'I ` dahmsee, Florida31 9.0 RG Phm 850,487,1824• Far&50,414.84 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.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, Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott, Govemor r II PSI APPROVAL 2018-01-16 ROOF SHEATHING OPTIONS: " OSB, "' OSB, OR "' CDX PLYWOOD WITH 20 YEAR CLASS 'A' 225LB FIBERGLASS SHINGLES AND #16 FELT D4 ALUMINUM 29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION) SECURED WITH MIN. #14x1.25" SCREW W/2" HEAD OR WASHER @ 8" O.C. 40'-0" MAX.- o CODE REVIEW P: o7essiunol Service Industries, Int 1748 33rd Street Orlando, Tlarida 32839 Plans Review: Victor C. Martin, PE FL PE #82379, IA PE N4201] LSUCCC #U02436, TN PE #120939 ID 7 D 1x4 RUNNERS SLOPE D 9 � Y > END WAqL TRUSS 2"x4" TRUSS @ 24" O.C. MAX. SLOPE END WALL TRUSS OPTIONAL PO H-4' OR 6' L3" OVERHANG 3 OVERHANG 1 "x4" FASCIA ROOF FRAMING PLAN DESIGN PRESSURES ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 CODE VERSION 2014�NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vr-180rnph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD STD. 75PSF — 125PSF OPT. "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1719 SOFT. OR LESS DESCRIPTON Drawn By: z 11/19/15 Q scale: J N/A ode" SS-CI-180CR1 1. UmESFOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. w 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. 3. REFER TO TIE —DO DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO A1EET CODE. Q 4. ALL STUDS, RAFTERS, TRUSSES. ETC. ARE 2.4 /2 SPF, EXCEPT AS NOTED. 5. STRUCTURES OVER 4GO SO. FT. WILL HAVE AN 80" MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON —SITE BY OTHERS THRU LOCAL CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. a. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE Z MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITHANY EXISTING BRAKES BENDS IN THE STRAP. \_ .\CENSF z ` i STATE F— 0.. OF �c �i x\ 0RIDP \ IL Matthew T. Baldwin P.E. O Florida License #64608 0 Sheet: F B P R —1 OF 6 F K m m 2x4 BLOCKINI 2x4 SOLE PLAT FLOOR FRAMINI VARIES 6'-0" TO 13'—B" ELEVATION CROSS—SECTION TYPICAL ARCH FRAME VARIES 6'-0" TO 13'-8" END ELEVATION WITHOUT DOOR 01 PSI APPROVAL 2018-01-16 n alum VARIES 6'-0" TO 13'-8" END ELEVATION WITH GARAGE DOOR (ONLY ON ENDWALL) ) WITH H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. intcrte k. psi CODE REVIEW ProJesslonal Service Indu;fries, Inc 1748 33rd Street Orlando, florid. 32839 Plans Review: Victor G Martin, PE FL PE p62379, LA PE e42027 LSUCCC #U02436, TN PE e220939 CODE VERSION F 2017 6N EdItb", AWE-7, 2014 NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF TUBED BUILDI G RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vm-160mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 30PSF OR 3001e POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD STD. 75PSF — 126PSF OPT. •R• RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1719 SO.FT. OR LESS Z MTB QDate: J 11/19/15 Scale: N/A odel : SS-CI-180CR1 W 1. FOUNDATK)N PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE F13C ENERGY CONSERVATION Q CODE PER SECTION 1015.22. 3. REFER TO TIE —DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 4. ALL STUDS, RAFTERS, TRUSSES. ETC, ARE 2x4 /2 SPF. EXCEPT AS NOTED. 5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN 60• MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON —SITE BY OTHERS THRU LOCAL CODES. z 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. Z 8. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES BENDS IN THE STRAP. O ............... \\C E NSE STATEOF X\ Fl0 R ID •C� 11111111% Matthew T. Baldwin P.E. Q [Sheet, Florida License #64608 wFBPR-2 OF 6 4x4 P.T. POST STANDARD WALL DETAIL WITH DOOR & WINDOW OPTIONS iintcAek r psi CODE REVIEW Projessiura( Servrct lntiv;Vies, In< 1748 33rd Street Orlondo, Flarido 32839 Plans Review: Vigor C.Martin, PE FL PE #82379, LA PE U2017 LSUCCC #U02436, TN PE #220939 WALL SHEATHING OPTIONS: A" OSB OR SHEATHING EQUIV. OR BETTER CORRUGATED ALUMINUM D4 ALUMINUM SIDING - 4" OR J" T1-11 SIDING JAMES HARDEE PANEL OR EQUIV. - JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. 29 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION) THERMO-PLY BLUE (0.135 THICK)WITH VINYL SIDING END WALL 2x4 SOLE PLATE FLOOR FRAMING NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE 'LATE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS AND FLOOR FRAMING WITH 0.039" SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS (1mm)x12" STRAP W/6-10d NAILS THAN 0.040" NOMINAL THICKNESS. OR EQUAL 40'-0" MAX. 4'&6' OPTIONAL PORCH-1 Q I 0 D — N M D x x I ID n y x ------ ------- ------- ------- --- ------ i i i i i i I ------- ------- i I i I I I I 1 I I I I I I i I I i 1 I I I I I I I I ------ ------- ------- ------ ------- ------- 1� ------- ------- ------- ------- ------- ------- ------- --- 1[ ------- ------- ------- ------ FLOOR JOIST, SEE SCHEDULE FOR SIZE FLOOR FRAMING PLAN FLOOR SHEATHING: - 3/4" PLYWOOD - 3/4" P.T. PLYWOOD - 3/4" T&G - 3/4" P.T. T&G TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1,-1q" 1,-1q" 1'-10}" 11'-8" 2'-8" 6'-4" - 10'-0" V-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" 0'-10" 51" - 'VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. ___ 2x4 P.T. S.Y.P. #2 PULLING BLOCK �2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF ® 16" O.C. TYP. WITH 3/4" T&G PLYBOARD 4"x4" P.T. ATTACHED WITH 7 H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. CODE VERSION SHEDS J BUILDING TYPE RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-180mvh EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD STD. 75PSF — 125PSF OPT. 'R" RATING OF WALLS, FLOOR. ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS DESCRIPTON Drawn By: Z MTB Q Date: J 11/19/15 scale: N/A [Y oriel ` SS-CI-180CR1 Ld — 1. FOUNDATION PUNS ARE NOT PART OF THIS PUN SET AND ARE Q GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS IXEMPT FROM THE FBC ENERGY CONSERVATION C CODE PER SECTION 1016.22. L 3. REFER TO TIE —DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 12 SEE, EXCEPT AS NOTED. 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN BO• MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON—SrrE BY OTHERS THRU LOCAL Z CODES. Z 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE B. MT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS: PROVIDED = THE ADDED BEND DOES NOT INTERFERE NWITH ANY DCISi1Nc BRAKES BENDS IN THE srRAP. •T O ` ` ..... i \_\C E NSF O Q e STATE OF O i fix` ' F L 0 R 10 G � �//11111111 Matthew T. Baldwin P.E. J J Florida License 64608 Q Sheet: FBPR-3 OF 6 PSI APPROVAL 2018-01-16 Side Wall Header Schedule (180C) Building Width Fasteners w/ strap Up to 14' Wide Size (each end) Max. Span NJ{b} 1-4"x4' 6'-011 0 3 — 3" x 0.131" nails 4"x4" w211x4" 8'-011 1 j 6 — 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. Window header for window openings that have more than 50% combined stud wall above and below, otherwise use door header schedule. d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4' P.T. e. The header can be attached to the top plate and thus have the combined strength equivalent and use the maximum span stated. WALL STUDS I I , I EXTERIOR I I SHEATHING I " Tti2 I I j - 12"x12" OR 16"x4" BETWEEN WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) N SOURCE L G.F.I. OUTLET OB 00 ?) 2"x4" WITH 1 /2" PLYWOOD R OSB FILLER OR (1)4%4" SIDE WALL WINDOWS & DOORS JJ PSI CODE REVIEW Pr.leuianal Service lydurtries, Inc 174E 33rd Street Orlando, florid. 32839 Plans Review: Victor C. Martin, PE End Wall Header Schedule (180Q Size(d) Max. Span NJ{b} {each end}{c} 1-2"x4" 6'-011 0 4 — 3" x 0.131 " nails0 2-2"x4"(c) 9'-" 0{d) 6 — 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. Laid flat d. No Jack studs, but 2x6 studs laid flat. *NOTES 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. SINGLE 2"x4" HEADER END WALLS WINDOWS & DOOR 6' WIDE OR LESS NOTES -OPTIONAL ELECTRIC -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. -ENCASE IN ALL METAL BOXES. WIRING DIAGRAM (OPTIONAL) UCCC tlU02436 TN PE M 0939 2"x4" 4 %4" 4"x4" W/2"x4" CODE VERSION SHEDS BUILDING TYPE RESIDENTIAL U N STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASK WIND SPEED V+ 180tnph ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 3OPSF OR 300% POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD STD. 76PSF - 125PSF OPT. •R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS VTB Dote: 11/19/15. scale: N/A adel W SS-CI-180CR1 H- 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE Cn GOVERNED BY LOCAL JURISDICTION. Q 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015,22. C 3. REFER TO TIE —DOWN DETAILS FOR PROPER INSTALLATION Z REQUIREMENTS TO MEET CODE. 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 j2 SPF, EXCEPT AS NOTED. 5. STRUCTURES OVER 400 SQ. FT. WILL HAVE AN 80' MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON—SNE BI OTHERS THRU LOCAL CODES 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS Z AS PER FLORIDA BUILDING CODE. 8. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS Z OF ALL STUDS, TRUSSES, CHORDS. ETC. TO HELP SECURE THESE MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES/BENDS IN THE STRAP. \\1IIT11//// \_\CENSc- o Q: U J STATE i Q i 0•. OF W , FLORIDP Of //111 11111 QMatthew T. Baldwin P.E. Q Florida License #64608 = Sheet: FBPR-4 OF 6 Fastening Scheduler} (FBC Table 2304.10.11 Connection Fastening{a,m} 1. iiist to sill or girder 13 - 8d cornmom (2 112" x 0.131') toenail 13 - 3' 14 gage staples �. Bridging to joist 2 - 8d common (2 112' x 0.131') 2-3' x 0.232' nails toenail each end 12 - 3- 14 gage staples 3. 1" x ti subfloor or less to each joist 12 - 8d common (2 1/2' x 0.131') face nail - 44. Wider than 1' x 6' subtloor to each joist 13 - 8d commnm (2 1/2' x 0, i3l') fare nail 5. 2' subftoor to joist or girder 12 -16d common (3 112" x 0.1162') blind end face not B. Sole pate to joist or blocking 116d (3 1/2' x 0.135') at 16' o.c. T x 0.131 nails at 8' D.C. Typical face nail 3' 14 gage stapes at 17 O.C. Sole p!ae to joist at blocking at braced wall 3 - 16d common (3 1/2' x 0.135') at 16' D.C. panel 4 - 3' x 0.131' nails at 16' o,_ braced wall panel . -- 3' 14 gage staples at 16' o.c. 7. Tap plate a stud 2 - 16d common (3 1!2' x 0.162`) 3--3'x.0,131'riels - end nail 3 - 3' 14 gage staples 8. Stud to sole plate 4 - 8d conirnon (2 1/2' x 0.131') >• - I. `4 - 3' x 0,131' nails toenail '3 - 3' 14 gage staples - - - - - 16d common (31/2'x OAK') I12 3 - 3' x n_ 131' nails end raid 3 -.3" 14 gage staples 9. Double studs 16d (3 112' x 0.135') at 24' o.c. �3' x 0.131' nail at 8' o.r. face nail 113' 14 gage. staples at 8' o.c. 10 DOUble top OlateS 16d (3 112' x 0,135") at te, C.cg 3' x U.131' nag aF8' o.c. Typical faro nail 13- 14 gage staples et'B' O.C. Double top plates 8 - 16d common (3 1/2' x 0.?62) - s. 12- 3' x 0.131` nails _ - lap slice- ;. 12 -- 3" 14 gage staples • - - 11. Blocking baween joists it rafters to top plate 13 - 8d common (2 1/2'(x 0.1317) - ' -- -• - 13 -- 3' x U. 131' nails - - toenail:_, ' 13 - 3- 14 gage staples , ' 12 Rim joist to top plate l8d (2 112" is 0.13,1').0 6' o.c_ _ 13" x 0.131 nails'at'6' d.c`� toenail I 14 gage Stapes at 6' o.c. 13 Top plates, laps and inlersections 12- 16d common (3 1i2' x 0.162") 13 - 3' x 0.131' nails face nail 13 - 3' 14 gage staples 14. Continuous header, two pieces 16d common (3 1/2' x 0.162") 16' o.c. Along ad 15 Ceifngjoists to plate �9-6d common (2 1/2' K 0.131') 5 - 3' x 0.131' nails toenail 3 -- 3' 14 gage staples 16. Continuous header to stud 14 - 8d common (2 1/2'x 0.131) toenail 17 Ceiling joists, laps over partitions 3 - 16d cornmon (3 1/2' x 0.135) minimum, Table 2308.10 4.1 (Sea fable 2308.10.4.1) 4 3' x 0.131 nails face neil 4 -- 3' 14 gage staples 18 Ceiling joists to parallel rafters 3 -16d common (3 1/2' x 0.135*) minimum, Table 2308.104.1 (Six Table 2308,10.4.1) 4 -3' x 0.131 nails face nail , 4 - 3' 14 gage staples - '.19. Rafter to pate 3 - 8d common (2 1!2'x 0,131') 3 - 3' x 0.131' nails toenail '., 13 - 3' 14 gage staples 120. 1' Diagonal brace to each stud and plate 2 - Bd cornmon (2 1/2' x 0,131") x 0.131 nails fare nail 1 3 - 3' 14 gage staples 121. 1' x 8' sheathin.o to each bearing 11,- 8d common (2 1/2' x 0.131" face nail I22. Wider than. 1` x 8' sheathing to each beenng 11, - 8d common (2 1/2' x 0.131') face nail I23. Built-up comer suds 16d common (3 1/2' x 0.16e2') 24' C.C. 3' x 0.131 nails 16' o.c. �3" 14 gage stapes 16' 0.c. :24. Built-up girder and beams 13* 20d common (4' x 0.192) at 32' o.c. ace nail at top aid Dottom staggered on x 0,131' nails at 24' o.c opposite sides 13' 14 gage staples at 24' o.c. I2-20 common (4' x 0.192') 13-3' x 0.131' nails face nail at ends and at each splice 13-3" 14 gage staples 125. 7 planks ;16d common. (3 117 x 0.1152'1 at each bearing 126. Collar tie to rafter 13 - 1ud commorn (3' x 0 148'1 4 - 3' x n 131 nails face nail ;4 - 3' 14 gage staples 127. lack rafter to hip i3 - 10d common (3' x 0.148) 14-3'x n.131 nails toenail ;4 - 3' 14 gage staples I2 - 16d common (3 1/2' x 0.16'2') ;3 - 3' x 0.13V nails face nail 13 - 3' 14 gage staples 128. Roof rater!o 2-by ridge boam 12 - led common (3 112' x 0 1ti2'j 13 - 3" X 0.131' flails toenail - 3' 14 gage staples '2 - 16d common (3 112' x 0.162") - 3' x 0.131' nails face nail - 3- 14 page staples tolandj`Xst PSI APP 51 nail 4 - 3' 14 gage staples I 30. Ledger strip 3 - 16d common (3 1/2' x 0 162") j 4 - 3' x 0,131 nails lFace nail of each joint 4 - 3' 14 gage staples 31. Wood structural panels and particleboard{b} 1i2' and less 6d{c,l,c!} j Subfioor, roof and wall sheathing (to framing) 2 3/8' x 0.113' nail mil 1 314' 16 gage(o) Single f!cEr (combination sup11oor..undznayment to 19/37 :0 3;4' 8d(d) or 6d{e} I framing) 2 3i8' x 0.113' nail{pl 16' o.c. Edge=- and intertnedrate, 4' o.c. at 2' 16 jcorrlponen[ and cladding edge strip#zone 3 718'to 1' 8d{c) l(refer to Figure 30 5-1 of .ASCE 7] 1 118' to 1 1/4' 1ud{d! or Bid) j I 3f4' and less 6d{r} 1 7i8'to 1' 8d{c} 1 1/8'to. 1 114" 10d{dt. of MCI J 32. Panel siding (to ttamingift 1!2' or less 6d(FI 518' Bd{F1 f 33. Fiberboard sheathing(g,q) 112' and less No 11 gaga ror.4ing nail{h} fid common nail 17 x 0.113') No. 16 gage staple{} h. _ u.c. Edges and intermaclate '15/37 No. 11 gage rutting rapt{h} is 8d common nail f 2 1/2" x 0. 131') I No. 16 aaae Stevie f } 34 Interior paneling 1144d{jl 16" o.c. Edges and intermediate 31^0' 61{k) I aa. Common or 1� Is are permitted t0 be used except where otherwise Stated. b Nails spaced at "O inches on renter at edges. 12 Inches a! intermediate supports except e inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphrams and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or dc-formcd shank (6d - 2" x 0.113"; 8d - 2 1/2" x 1) 131": 10d - 3" x 0.148"). d. Common (6d - 2" x 0.113"' 8d - 2 112:'x 0.131"; '1Od - 3" x 0.148"). a. Deformed shank (6d - 2" x 0.113% Bd - 2 1/2" x 1, 131": 10d - 3" K 0.148"). 11 Corrosion-resistent siding (ed - 1 TS" x 0.10e": 8d - 2 3,18" x 0.128") or casing (Bid - 7' x. 0.099" 8d - 2 1!7 x 0.113") nail. g. Fasteners spaced 3 inches On center 3t exterior edges and 6 inches on center a intemiedate supports, wflen used as structural sheathing. Spacing shall be 6 Inches on colter On the FF1ges and 12 inches On center at intermediate supports for nonstructural sheathing. h. Corrosion-resistent roofing nails with 7/1&inch-diameter head and 1 1/2--inch length for 1!2--inch sheathing and 1 &14inch length for 25132-inch sheathing. I. Cones -on -resistant staples with nominal MC inch crown or 1-inch crown and 1 114-inch length for 1!2-Inch sheathing and 1 1i2-Inch length for 25(311nch sheathil Panel supports at 16 inches ,20 inches if strength axis in the long direction i( the panel, unless othewlse marked). ceasing (1 1/2" x 0.067') or finish (1 172" x 0.072") nails spaccd at 6 inches on penel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced at 6 inches on panel edges, 12 inches at intermediate supports. I. For roc( sheathing applications, 8d nails (2 *112' :•: 0,113") are the minimum rEquired for wc• cl structural panels. m. Staples shell haw a minimum crown width of 7!16 inch. n. For roof sheathing applications, festerners spaced at 4 inches on center at edges. 8 inches at intermediate supports. o. Fasteners spaced at 4 inches on center at edges, 8 inches a intermediate Supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p Fasteners spared at 4 inches on center at edges. 8 inches at intermiodiate supports. q. See Fastener Alternate Schedule. r. Fasteners must be instelled with B.en spacing between them across attaching member. Alternate Fastening Schedule 31-33. Wood structural panels and porticiaboar0 I 1!Y- an", lees Z' x U.Ulj1" King Drank N Suolloor, r00f and wall sheathing (to framiri 5" from edge, 10" o.c. Strap & Simpson Strong -Drive® SD Screw Schedule Part/1Desc. I Uplift I Wall fastener 1 Rafter Fastener 1 Plate Fasaent H1 1 dn.5 I _ I n-STn,--1 .ri,, I 4_.r;npx1 S H2A 0 H3 32n I 4-SI&.1.5' Rafter L Porch A23 4-SD9Y1 F" 4.SD9x1.5" 11 1 A33 - 4-SD9x15" 4-SD9x1.5" ( 1 PRrtifnesc I Llolift I Wall fastener I Floor Fastener Tle-)owr Only needed on Heace.ts over 6'! Strap & Fastener Schedule fa} PartOfDesc. , Uplift Wall fastener Barter I H l 403 6-Bc Refter{b} k-- Fsj I CODE REVIEW Pro)ess not Service Md,.• W s, Inc ..n coat. Cerr,:a-i 1748 33rd Street Od.nd., Florid. 32839 Plans Review: Victor G Martin, PE FL PE #92379, LA PE M2017 LSUCCC #U02436, TN PE #120,939 5-^od LTC-16 620 i 6-10dx1.5" &10dx1.5' LTS-18 620 &1060.5" 6-1udx1.5" LTS2n -(- 520 - 6-10nyc1.5" o10bt1.5' MTS-12 860 7-1u*15' 7-110dX1.5" MTS16 _ ------�---- MTa?3 abil i BF'N7 7-tOcx1.5" --- -t-- 7-iOcDr1.5" 7_tUdx1.5" -j ,,, ndx 1, 5 NITS-20 860 7-10dx1.5" 7-10dx1.5" PartflDem 1 Uplift I Column Fastener Ratter Faster Porch A21 Ala A33 1 245 585 750 2-10ac1.5" 4-10dx1.5" 410d 2.indxt 5" 410c105" 4-1Cd Header(d) __ ._.. _,._.._. ----....----------- ------ ....-------'-- --- HP40,4�1,60,a1 4,725 �!-3'x 0.131' 0.131' PartilDeec Uplift Well fastener Floor Fastener TIe-Downs "eOGa. 1-1!4"Wide 4,725 7-110(10 5' - 518!'x 30" Anchor 4,300 1 - - a. All straps can be substituted with an eourvalent brand meeting same strengths. b. Rafter ties to stud wall to be at overy connection for 24" o.c. & can be every other for 16" O.r. but is required on corners and studs adjacent to comers. c. Only needed on aluminum & vinyl sheathing walls. a. Headers owr U spen. CODE VERSION 4014�NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE WANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V+-180,rph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD STD. 76PSF - 126PSF OPT. "R• RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO.FT. OR LESS REVISIONS Z MTB Date: 11/19/15 Scale: ------------- N/A .del W SS-CI-180CR1 Fastener 1. FOUNDATION PUNS ARE NOT PART OF THIS PLAN SET AND ARE 4-Rd GOVERNED BY LOCAL JURISDICTION. 15*2.5 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION Q CODE PER SECTION 1015M. WX1.5" - 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION 5Rd REOUIREMENTS TO MEET CODE 4. ALL Mos. RAFTERS. TRUSSES. ETC. ARE 2x4 12 SPF. EXCEPT AS NOTED. 5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN 80' MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON-SRE BY OTHERS THRU LOCAL CODES. Z 7. ALL WNDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE `WITH ANY EXISTING BRAKES BENDS IN THE STRAP. U �� • �\C E NSF cn STATE r OF LL1 �//1111111� 1-LJ Matthew T. Baldwin P.E. Florida License #64608 J Q Sheet: FB P R- 6 OF 6 H LL_ F RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS 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 # 1 8 - 7 9 7 SANFORD