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HomeMy WebLinkAboutSUBMITTED PAPERS4 I OFFICE -USE ONLY: ` DATE FILED: PLAN REVIEW FEE: - RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: Gt RECEIPT NO.: CERT. CAP, NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNSD Ft. Pierce, FL 34982-5652 Q Y 772-462-1553 St. Luc County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLL4-NCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: %i S le X oi &* S4. 4 Lc- C t Y i rx 2. PROJECT NAME:„A 64 r SITE PLAN NAME: 3. PROPERTY TAX ID #: ,$ YQ. " 10 / " 06 O (go —©Q e7 —2- 4. LEGAL DESCRIPTION (attach extrasheets if necessary): g+j%LeZ &&k "-1U, P 6C4 f 'V 5. PLAT BOOK 6. PAGE NO. a X7 7. BLOCK NO. 8. LOT NO. 9. 10. 11. 12. 13. 14. PARCEL SIZE (ACRES/SQ FT.): IT LOT DIMENSIONS: I L't �, " l '7 -'3 r7. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: /a /ln"-Atnl../ V1 rJ � /-'Ct6 r r ( SETBACKS (ACTUAL) FRONT: ,2 5— BACK: TYPE OF CONSTRUCTION (Check all appropriate boxes) LJ [] NEW CONSTRUCTION RESIDENTIAL OTHER (SPECIFY) RIGHT SIDE: LEFT SIDE:�oJ [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] COMMERCIAL [ ] INDUSTRIAL DESCRIPTION OF PROPOSED USE: SQ, FT OF CONSTRUCTION: 19 �L• S C1` 4 � 15. SR FT 1st FLOOR: I Q 2. 16. VALUE OF CONSTRUCTION: $ �0 % C) The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures arc not consistent with similar types of construction activities. If the valueis $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDKrED 6/25/09 OWNER IN F®RMA'TI®N NAME: ADDRESS: ( U 2S LO.r + S 1 P- • KK) CITY: Ru-4--Z:A- LAA.t t e STATE: L oL. /J((/ ZIP: ��/2S PHONE (DAYTIME): ( � � 7 7 � Email: AAd of /� ©�i' Imo- AO L• coo - IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. L_ II l FEE SIMPLE TITLEHOLDER: �g ? �— ✓— �� ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (� CONTRACTOR INFORMATIOM ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: 2 BUSINESS NAME: t Li j Nj e r R 1 kdex �P r M iV QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): (_, ARCHIT/ENGINEER: S. .I- C STATE: FAX NO. ADDRESS: CITY: h O Ar, , LAJ Ci0 !..�— STATE: _ PHONE (DAYTIME): Q&7��5^3 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: Email: ZIP: 32-77�j ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. s j CERTIFICATIGN: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non - 'residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, O ER OR CONTRACTOR SIGNATURE STATE OF FLOMA COUNTY OF The foregoing instrument was acknowledged before me this 3A- day of 20�� by ( who is ersonally known //oorr� has produced 1 � �. J� �P �identifiea M CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument me this day by acknowledged before 20 who is peroo'nally known or has produced Signature of N ary /19ignature of Notary as identification. Commission No. (Seal) .' Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE' -FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. ' For specific in' tructioans see appropriate permit checklist. t � 1 OFFICE USE ONLY •3c5 SECTION TOWNSHIP RANGE MAP NO. ZONING �) LAND USE LOT CVG % f TAZ NO. FLOOD ZONE FIRM MAP # 11T FLR ELV MAX HOT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE I� COMPLETED 1 INITIALS 1 t a JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3840528 OR BOO 4 PAGE 326, Recorded 06/03/2013 a 9 AM MW NOTICE OF COMMENCEMENT Permit No. State of Florida County of St, Lucie Tax Folio 1 G---11f�/0 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. General description Owner information Name Address for the Improvement: o a N L. Interest in property: C 9 rPh_J 'G /Z 4 Name and address of fee simple ti lehol ar (If different from Owner Its ed above): s�-��. Contractor's Name: 1•i i ,-- F Contractor Address: Phone Number: — — 17p Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section Name: In addition to himself or herself, Owner designates of Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the 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 penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (( gnature of Owner r Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this j , day of�, 20LS r ` By K\ Q\1 \ - as Ck.9- for Name of Person Type of authority (e,g.officer,trustee) Party on behalf of whom instrument was execut%led Personally known_or produce Identification V {Signature of No ry Public- State of Florida) e'R- ANGEU M. HUFF (Print, Type, or Stamp Commissioned Name of Notary (I MycOMhfS5ION I pe Identification produced PIN QL �ir',th.. Bmd EXPIRES il12.20tb �' Pubde underwrilera STATE OF FLORIDA ST. LUCIE COUNTY THIS ISTO CERTI•FYTHATTHIS ISA. 1' G D PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 1) 74717(ti 6; f (Parcel IM/Legal descriphon/Ad .Ci (:C )— `Y for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I Shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name 1 se Print) Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED -BEFORE ME THIS _DAY OF 1�4, 20 I3 , By\Q,StIiO IS PERSONALLY KN TOME OR WHO HAS PRODUCEDN\'Os 0 AM' 9�L \ ENTIFICATIO] +taF SI URE OF I PUBLIC TYPE OR P N TARY COMMISSION NUMBER ANGELAM.HUFF *: r MY COMMISSION # EE 083530 EXPIRES; April 12, 2015 Bonded 'fhruNotaryPublic Undenvriters SLCPDSD Revised 08/24/2010 - SUPERIOR SHEbjNC. `��LES ORDER AGREEMENT DATE STOCK SERIAL # SOURCE rr? I IMAN BUYER - LAST NAME- FI,RST NIGHT PHONE CELL C�kvLke--s x I tkul-1, '­,7,77' - I I q ADDRESS INSTALL ADDRESS IF DIFFERENT dITY C COUNTY SUPERIOR d-FIDER, LOCATION SALES,AEP__ STYLE SIZE COLORS WINDOWS VENTS ELECTRIC WALL DECK x HEIGHT PEAK BODY R60F TRIM AC HOLE RAMP GARAGE DOOR ENTRY SIZE MHD RHH ADD DOORS: W X H STD LHH W X H 68' 9- OTHER MISC: N FINANCE: -Y _N PyMT. COMPANY - PRICE: $ TAX: $ E q_ TOTAL: $ A J) DEPOSIT: $ CRCRD CK_ CASH BALANCE DUE: pli WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO DELIVERY SITE? -Y N zJ0 lzv ADDITIONAL FEES/ INSTRUCTIONS: AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC; ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACTYOUR LOCAL MUNICIPALITY. BUYER -RESPONSIBILITY. A $100.00 FEE WILL BE DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME OF PURCHASE. THIS IS A MANLI- CHARGED FOR RETURNED DELIVERIES DUE TO SPACE FACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED PER PROBLEMS. BUYER ACCEPTS RESPONSIBILITY FOR BUYERS INSTRUCTIONS. BE AWARE OF SET BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE DAMAGE INCURRED BY OBSTACLES THAT HAVE NOT CHARGEABLE. -PEEN REMOVED. ANY SITE PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. ONE SET OF BLOCK BUYER UNDERSTANDS ALL TERMS AND CONDITIONS OF THIS AGREEMENT. AND ANCHORS PROVIDED. ADDITIONAL BLOCKS WILL _­�Zv�/- BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST BUYER: .FOR DIRECTtONS.AND-LOADING INSTRUCTIONS. Signature— DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE Print Name UPON DELIVERY. UNITS WILL BE HELD AT LOT A MAXI- MUM OF 3 WEEKS PENDING DELIVERY, UNLESS PAID IN �SUPERIOR DATE: Q RER. FULL. BUILDINGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A 20% CHARGE FOR CANCELLATIONS. LOT ADDRESS: GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR SHEDS, INC. UNTIL PAID IN FULL. COLLECTION COSTS, INCLUDING ATTORNEY FEES, WILL BE THE RESPONSI- "oo BILITY OF BUYER. PHONE: 2 Planning & Development Services Department Building &'Code Regulations n 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT_ DISCLOSURE_ STATEMENT- - -------- ---- _ - -------------F.S._489103-(-7)EXEMPTIONS.— - - ---- -- --- '--- ------ -- - --- -- -- ----- -State_ -law requires construction to -be done by-Itcerised contractors. --You have applied fora permit and-er ari-----.- -exemption to that law. The exemption allows you;as the owner of your property, to act as your own contractor even though you do not -have a license. -.You must provide _direct; on -site supervision of the construction yourself. You -_-_ _.-may_build-or-improve-farm-outbuildings,-a-one-family--or-two-family residence or -a -commercial -building -at -a -cost of----- - ---- under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially -improved for -sale -or -lease. -If you -sell' -or -lease a-building--you-have built -or -substantially improved -your -self -within -- one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required -by state law and -by county or municipal licensing ordinances. - You may not -delegate the 'responsibility for supervising work to a Iiaensed contractor who is not licensed -to perform the work tieing -done. Any person working on your building who is not licensed must work under your direct supervision` and must he .employed by. you, which means that you must deduct F.I.C.A. and withholding tax -and. provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all app icy- ble laWs, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on 1# to eet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any,contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial I understand that if .any person that is unlicensed and uninsured gets. injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related 'm,p drical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of of 20/S wnerBuilder Signature " STATE OF FLO DA � COUNTY OF �_e I The fongoing istrumeilt was acknowledged before me this 1 day of 20 by who is personally known me, or who has produced as identification. Signature o tary X Nype or Print N e of Notary(Seal) Title: Not blic Commission NuYaber q _ � SLCPDSD Revised 07/22/2010 *: N ANGELA M. HUFF = MY coMMISSION li EE 083530 +`s: EXPIRES: April 12, 2015 f .10 Bonded Thru Notary Public Underwriters Property Appraiser - St.Lucie County, FL Page 1 of 1 Michael C Camesi Record: 1 of 2 Property Identification Site Address: 108 Carlisle Ln Sec/Town/Range: 21 :36S :40E Map ID: 34/21N Zoning: RS-4 Ownership and Mailing Owner: Michael C Camesi Address: 108 Carlisle Ln Port St Lucie FL 34952 Sales Information Date Price Code 9/17/2012 145000 0112 4/26/2012 121000 0112 4/12/1999 100 01 5/20/1992 145000 00 3/30/1990 0 01 3/30/1990 0 01 3/30/1990 0 01 Deed SP CT QC WD WD WD WD VD1:mB fiE1:eSB PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print C0 Parcel l D: 3421-501-0006-000-2 QG� Account #: 109572 Use Type: SF Res r. City/Cnty: St Lucie County ` Legal Description RIVER POINT THAT PART OF LOT 5 MPDAF: BEG AT SE COR LOT 6, TH SELY ON NLY LI LOT 5 30.24 FT, THSWLY More... Assessment 2012 Book/Page 2012 Final: 333100 3438/1570 Assessed: 196277 3386 / 2274 Ag.Credit: 0 1224 / 0278 Exempt: 50000 0792 / 1169 Taxable: 146277 0692 / 2663 Taxes: 3153.65 0692 / 2663 0692 / 2661 BUILDING INFORMATION Total Land and Building Land Value: 264200 Acres: 0.58 Building Value: 68900 Finished Area: 1429 SgFt Exterior Features View: - RoofCover: TG - Tar & Gravel RoofStruct: GA - Gable ExtType: HD+ - HD+ YearBlt: 1973 Frame: - Grade: D+ - D+ EffYrBlt: 1977 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1 /26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: TZ - Terrazo %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua[. Cond. YrBlt. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 450 AV AV 1977 1 0100-SF Res 244 -Front Ft 73.1 127 Y 1 408 AV AV 1977 2 0100-SF Res 244 -Front Ft 50 115 PA01 - POOL DK-AVG 3 0100-SF Res 244 -Front Ft 78 130 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=342150100060002 5/31/2013 i' K DEVELOPMENT SE, �% g 1��� icy_ 3' i 1rF r t' i 1 '? i ad td e ' � i� €" al' a t i ; i 5 ;(s ?(13 tl!I: ' t' i :.D 3 i i ' t�} 1 i�€ «" • ' lrl i fi a'' :' t ! ; L SITE LOC4TlON- PERMIT NUMBER TECHNICIAN', General: ., mP Y � Application completely filled out with Notarized Signatures ❑ Yes ❑ No [ N/A Sub Summary list with contractors' names & county & state certification numbers.. M Yes ❑ No ❑ N/A Sub Agreements with Original Signatures ............................................... [5 Yes ❑ No ❑ N/A Owner / Builder Affidavit...................................................1 Yes ❑ No ❑ N/A Owner / Builder Electric Affidavit......................................................... ❑Yes [.D No [� N/A Filled Land 'Affidavit........................................................................ ❑ Yes ❑ No N/A Deed ....... GEO or Recorded Warranty ................................................. Yes ❑ No ❑ N/A Recorded Notice of Commencement...................................................... ❑ Yes ❑ No N/A Utility Agreement or Payment Receipt ................................................... ❑Yes El No N/A Vegetation Removal Permit................................................................. ❑ Yes [] No N/A Non Conforming Lot of Record ......................................................... Yes ❑ No ❑ N/A Plans, Calculations & Attachments (3 copies commercial 2 copies residential) Complete set of plans with Engineer / Architect Raised Seal ..................... Yes ❑ No ❑ N/A Truss Plans Reviewed and Approved by Engineer / Architect ...................... C9 Yes ❑ No ❑ N/A Landscaping and Parking Plans............................................................ ❑ Yes 0 No I�Z N/A Three (3) copies of Approved Site Plans. ................................................ [4 Yes ❑ No ❑ N/A Two (2) Sealed Surveys or Plot Plans with Dimensions, . Finished Floor ........ '[59 Yes ❑ No ❑ N/A Elevation and Setbacks........................................................................ Yes [] No ❑ N/A Health Department Approval Stamped on Survey and Floor Plan ................ ❑ Yes ❑ No N/A Health Department Food Establishment Permit Stamp on Floor Plan ............ ❑ Yes ❑ No N/A Manual "J" or Manual "N" Calculations ................................................ ❑ Yes ❑ No IN N/A Signed Energy Calculations................................................................. ❑ Yes ❑ No N/A Sealed Wind Load Compliance Certification ........................................... W Yes ❑ No ❑ N/A Product Review Affidavit................................................................... Yes ❑ No ❑ N/A Page l of 2 PLANNING 81" ',DEVELOP ENT SERVO; � DEPARTMENT Residential / Commercial Building Permit Checklist SITE LO:CAiION PERMIY N,UMI3 R YECHNICIAN Other: Health Department Permit Paperwork..................................................... ❑ Yes No ❑ N/A CD for Fire Department if Commercial or Multi -Family ............................ ❑ Yes [41 No ❑ N/A DEP, SFWMD or 'Army Corp of Engineers ............................................ ❑ Yes [;9 No ❑ N/A Pool Barrier Affidavit........................................................................ ❑ Yes t59 No ❑ N/A Ground Sign Landscape Affidavit.......................................................... ❑ Yes E;Q No ❑ N/A Burn Rate for Sign Cabinets............................................................... ❑ Yes Pi No, ❑ N/A RV- and Mobile Home Tie -Down Only_( 2 Copies) Permit Worksheet (Tie Down Diagram) ................................................. ❑ Yes ❑ No ❑ N/A Manufacturer Set -Up and Installation Manual .......................................... ❑ Yes ❑ No ❑ N/A Manufacturer Blocking Documents......................................................... ❑ Yes ❑ No ❑ N/A Signed Penetrometer Test (I copy) ........................................................ ❑ Yes ❑ No ❑ N/A Stair Details..................................................................................... ❑ Yes ❑ No ❑ N/A Mobile Home Inspection Report for Relocation ....................................... ❑ Yes ❑ No ❑ N/A Copy of Title for Relocation...........:.................................................. ❑ Yes ❑ No ❑ N/A Class "A" Approval from Growth Management ....................................... ❑ Yes ❑ No ❑ N/A CQ;MME.NYS;�, Name (Prfntea) Page 2 of 2 Signature Date ) 4.4 FJ 113 NOTICE OF VEGETATION REMOVAL PERMIT EXEMPTION Permit#: 20130538 Fee: $0.00 Date Issued: 6/10/13 Property Owner: Michael Camesi Date Expires: Upon completion of work, or 6/10/14, whichever occurs first. Contractor: TBD Parcel ID#:-342l=501-00D6-000__-2--- Project Location.:---- 108-Car_lisle_-Lane PSL Property Size:l; Protect Description: Applicant_r_e=ques_ts.exemption or removal of -grass associated wit f II construction of.a.-shed-(Building Permit #1305-0410). JP_er Land Development -_Code 6.00!04 this activity qualifies for an exemption! No native veaetation,is permitted to, be removed. Field Notes: r r, - 1. HABITAT�•Q �. �,� a. Uplands: Residential, with multiple. native_trees not permitted to be impacted. b.- Wetlands:--None-observed-by_staff. Please note this -does not -constitute -a state or federalludsdictional determination and allJormaf_wetland delineations -must be obtained from appropriate state and/or federal agencies. 2. WILDLIFE: None observed. 3. SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC FINDINGS: None identified. Mitigation: No mitigation is required, as no native vegetation is to be removed. Exemption #20130538 provides authorization for removal of exotic vegetation only. No native vegetation is permitted to be removed at this time. _ Conditions of Issuance: The following minimum standards for vegetation protection shall be applied to areas of vegetation designated to be preserved (Land Development Code Section 6.00.05.C). - A barrier shall be placed and maintained around the tree's perimeter to form a continuous boundary as specified below. Vegetation protection barricades shall be placed at a minimum distance of either ten (10) feet from the edge of groups of protected vegetation or from the radius of the dripline from all protected trees, whichever is greater; in the event that a full 10-foot buffer cannot be provided, the applicant shall provide the maximum buffer feasible; • Protective barriers or protective designations shall remain inplace until completion of site construction and clearing activities; • In the event that any protective barriers are removed or altered and clearing activities are conducted within an- area identified for preservation, SLC ERD is authorized to direct that all land clearing and site alteration work at the site be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments; • Preservation areas shall be maintained in their natural state, so as not to alter the water and oxygen content of the soil and impair its function; • No grade changes or excavation of any sort may be made within the barricaded areas; • No signs, permits, wires, or other attachments shall be affixed or attached to protected vegetation; and • No equipment, including passenger vehicles, shall be driven, parked, or stored or repaired within designated vegetation preservation areas. Post Clearings Requirements:' 1. Landscaping'The_jlandscape.,yrequireme`_n is ,-of one- native tree --per ,2500--square feet of property,kup;to a maximum of 17 trees; must'be.met. AS -property is,-0.58 acres (acres X 43,560 = square feet'of this �property)L25,265 square feet; -_(square feet/2,500 =trees), 10 trees (measuring:7,**"-:diamef6l at�bJreastjheighLt-(DBH) & 12' HT),,.or+a total of 25" DBH of trees. Slneez_thls-prope rty contalns!,weII- over„ 'this. amount of inches of native trees, this requlrerneit can bemetmet Ib'yp q.+eserving ,remaining trees onsite.�,Please note that landscapi 1equ� rernents are '�separ�ate from, and in addition ;to., tree mitigation req I irements. 14 _.�6 PLEASE BE ADVISEe THAT ANY: -NATIVE VEGETATION_DESTROYED-OR-DAMAGED..OUTSIDE OF THE LIMITS OF CLEARING DUE TO CONSTRUCTION ACTIVITIES-OR-FILL-PLACEMENT-SHALL.BE MITIGATED.AT A_RATIO OF 4:1-.(4 INCHES_O_F REPLAN-T_ING FOR EACH INCH DESTROYED OR DAMAGED). PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE PROPERTY. • CONTACT A. PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE OPERTY OW AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE/FEDERAL PERMITS. Bey Se li ,- �uiwa�tHregta� ��art�tew 1 rvev aepicted hereon- is not covered by ro essto� �o o: � 4 . r -,surf ...... =�r BOUNDARY SURVEY - .P a of Z o ";P 3a' 4W� Address: 108 SW Carlisle Lane, fort St. Lucie, Florida Parcel ID: 3421-501-0006-000-2 scw,E W Fes• -Date of Field Survey: September 12, 2012 111dCH=40FEET Lot 7 Seawall NW40`IS-W 127.22' (P) (M) FOSIW IRC Lot line 3Ct 52$2 5ET SJW IRC *. } a. - 5t c SETS/8"IRG a o �gg -T' LU LL x Z u- J c �. Lot b g c ^7 V ,F,* ISn a •� u F051WIRC M a Nor►��IerF�( V 4 zr y `sS - O m a Y LL o t w a, zao24(oi v 5,a 3` MIN, SETBACK REQ. `zs3g'rs' T " IRC �, �Poiht of$agintthlg FRCNT Portion of tat 5 SIDES P nFRgM-"A CO SIDES 9,0 - .� Al REAR ZNG. TECH. Excluded Portion of Lot 5 Lot 4 EA R fm-DEED EADdL1R \ o (Di-RRJGA1ro.ORDISFANGE �-SET S%S'1RC w (Ml-MEAa RED MAN* AND Olt OWAWT \ . (O -PLAT BEMW AND OR M54ANCE CS. aNnU 4 CO,`LC - CONi-FM - ESMNT • S58EM FD • FOIND IRO \ IRC - N ROD WAH CAP L-E64G1fi OFCUM \ . R- RADIUS OF CURVE ro, WI - RIGW-OF-WAY AB Survey Supplies Enterprises, Inc. u, 342 SW Carter Avenue, Port St. Lucie, Florida 34983 (772) 579-3849 BOUN Ak Y SURVEY o 'age I of 2 Address: 108 SW Carlisle Lane, Port St. Lucie, Florida Parce1=11): 3421-501-0006-000-2 Date'of Field Survey: September 12, 2012 Legal Description (Source: Official Records Book 3386, Page 2274) Lots 5 and 6 of RIVER POINT, according to the Plat thereof as recorded in Plat Book 14, Page(s) 53, of the Public Records of St. Lucie County, Florida. Less thereof from that part of Lot 5 more particularly described as follows: Begin at the Northwest corner of Lot 4, being.the same point as'the Northeast corner of Lot 5 for a Paint of Beginning; thence run on the boundary. of Lot 5 Westerly a distance of 30.24 feet to a point which point is also 30.24feet from the Northwest corner of Lot 5; thence run in a Southerly direction to a point on the South boundary of Lot 5, which Is 101,75 feet from the Southwest corner of Lot 4 and 11 8.05feet for the Southwest: corner of Lot 6; thence run Southeasterly on a straight line 101.75 feet to the Southwest corner of Lot 4; thence -run Northerly on a line which is the boundary between Lots 4 and 5 to the Point of Beginning. Surveyor's Notes 1. The type of survey depicted hereon as defined in paragraphs 5.1-17.050(10)(a)-(k), Florida Administrative Code is "Boundary Survey" 2. The parcel of land shown hereon is located in Zone "AE", as per Flood Insurance Rate Map 12111CO280J, effective date 0211612012. 3. The scope of this survey does not include location of any foundations, underground utilities, improvements or underground encroachments unless shown. 4. This survey was prepared under the supervision of George M. Aylor, Jr., Florida Professional Surveyor and Mapper, license number 4015. 5. Unless this survey is electronically certified, copies are not valid without the signature and original raised seal of the signing Professional Surveyor and Mapper. 6. This survey is based solely upon the recorded documents referenced hereon and does not depict any other documments that may be recorded in the public records. 7. The ©ate of Field Survey for this survey was September 12, 2012. This was the date of last data acquisition. George M. Aulor, Jr., P.S.M. Professional Surveyor and Mapper Florida License hdunzber_4015 -N r .SIGNAT-UP, a AB U.t`ii y u00' i4;6- f Erltrerprises,46c,; 342 SW Carter Avenue Port Sr. Lucie, Florida 34,'1M3 t77'�1 C'70 COAL 1` Seal Certified To: Michael Camesi !i?' tt�j '•� iY'�� 1'I n 2' X 4" COLLAR TIE. PORCH(OPTIONAL) • SEE PAGE 2\ I-PLYBOARD SHEATHING W/30#FELT SEE WAI DETAILS ARCHES 16'O/C/ O WALL NAILER (TYP.) Miami Dade approved THREE TAB SHINGLE ROOF,PERh TILE, L MASTER RIB(ADVANTAGE), STEEL ROOFING, 2' x 4'siuds OR OLL FORM ALUMINUM RODE. 16' O/C 1'X 4' TUFF TRIM FASCIA Wl0.024 (typ)_ O ALUMINUM OR 26 GA. STEEL DRIP EDGEr 2" X 4" bfockin WINDOW FRAMING (SEE SIDE WALL DETAILS W/ �OOFZ& WINDO t• fW 1f%iWft'p113b F;GZ 'iP. k�LWfB A I& SIDING OPTIONS and sdopw Ill W AdheTe to at*foi ISOMETRIC OF SHED 1vOficftL'Oii i'��+y SCALE: N.T.S G'c0i:?,?•'F. )r 2' X 4- WALL STUD A!/0waNe ¢ fWre � HURRICANE ANCHORS(TYP.) winor a4-C# rr.. �.t �b `� SIMPSON LSTA-ia W/10-10D NAILS Fins_-R46n- &ofEat.4�►lf8�,_ %H7t ># ) yy� 2" X 4- BOTTOM PLATE � T&G PLY80AR Allow Fj"; 5ad 2' X 6' SIDE FWL FIB.•• acre: Data 3 va ) :v 43w. APArgUB^ 91 th . LENGTH 1 u �2' x 4- header x 5' (MTek) connector Arch plates both sides 3" x 5" MiTek connector plate - 2" x 4" bridging @top of Wall nailer(tvc.) see watt anchor �' +� �I II �I II �j•-? ">�� to detail -��--t_t.-S' t&9ply x 6^ front rail �- 4 x 4- ground contact p.t skids -varies see runner forrietaifs fable Mobile Home Door placement 2--I (optional) END ELEVATION FOUR SKIDS MODEL 'nut &2'washer scale:- 1' bottom plate WY For information not shown see end elevation w/ door 2' x 6` side rail 12 sp 2' X 4' blodcin m > (2)2" x 4- header and (2) q• x 4' skid w! X6 p.t. door bucks HS-24 simpson DOORS (see general note - each side non4oad bearing when garage door installed 2de p - 2, 3, & 4) WALL ANCHOR DETAIL SCALE: N.T.S •2' x 6" p.L framing (typ.) -connections at 2' x 6' p.l. floorjoists and 4' x 4" p.L runner connected w/HS24 Simpson c6ps(typ.) 4' x 4" RUNNERS (2) extra runners required on 13'417 wide sheds. - 2' x 6' plate required for sheds over 16 in length OPTIONAL 125 PSF FLOOR LOAD 16' olc joist spacing, glued j' tongue & groove ply -board w/ additional 4" x 4- center runner -'}' T&G plybomd _r x 4' bottom plate (typ.) all around FLOOR FRAMING PLAN SCALE: i• = V WINDOW & DOOR HEADER 4" X 4' w/ 2 TP35 Simpson Clips 2" X 4• under 4' x 4" header 2• X 4" BRIDGING @ TOP OF WALL NAILER (TYP.) 1- X 4' BRACING is! 2' X 4- BOTTOM PLATE SEE WALL ANCHOR rsw rmn� - DcTeuc T-0" max. SIDE ELEVATION WITH DOORS & WINDOW 16, SCALE: }" = V see wall varies END ELEVATION W/ DOOR TWO SKID MODEL scale: J2 = T OUTSIDE WIDTHS f 10', 11'-8`, or 13'-8' irr- i SINGLE WIDE ARCH ". scale: I- = 1' __::� tt2 2' X 4' P.T. FRAME (TYP.) 16" TO 24' 12 1- X 12k ROUGH OPENING REMOVE 12 � OF P. T. BOTTOM PLATE �. 30' „ : double arches for garage garage door size toP�naR max. hei 6'-6• 7'-0• Asphalt Shingles W/ Dade County Approval Fasten per MFC. specs. or perma-tile or advantage steel panels or roll form aluminum 4" x 4" header. Fasten w/ (2) TP-35 Simpson clip and 8 nails i' X 4` TUFF TRIM FASCIA W/ 0.024 MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT S SQUARE AND THE HIGH 2' X 4- BOTTOM PLATE SEE WALL ANCHOR rsw rmn� - DcTeuc T-0" max. SIDE ELEVATION WITH DOORS & WINDOW 16, SCALE: }" = V see wall varies END ELEVATION W/ DOOR TWO SKID MODEL scale: J2 = T OUTSIDE WIDTHS f 10', 11'-8`, or 13'-8' irr- i SINGLE WIDE ARCH ". scale: I- = 1' __::� tt2 2' X 4' P.T. FRAME (TYP.) 16" TO 24' 12 1- X 12k ROUGH OPENING REMOVE 12 � OF P. T. BOTTOM PLATE �. 30' „ : double arches for garage garage door size toP�naR max. hei 6'-6• 7'-0• Asphalt Shingles W/ Dade County Approval Fasten per MFC. specs. or perma-tile or advantage steel panels or roll form aluminum 4" x 4" header. Fasten w/ (2) TP-35 Simpson clip and 8 nails i' X 4` TUFF TRIM FASCIA W/ 0.024 MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT S SQUARE AND THE HIGH SPOT OF THE GROUND S ESTABLISHED THE ALUMINUM OR 26 GA, STEEL DRIP 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 BROUGHT UP TO LEVEL, BLOCKED AND SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING, 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2-X4" BOTTOM PLATE WITH A � AUGER BIT AND THE EYEBOLT IS ?2" 30' EARTH ANCHOR AND BACKFILLED. THE FASTENED INTO PLACE, THE HOLE IS DUG FONED verhang EYEBOLT AND NUT. WITH RA ITHE UNT BE ATTACHED (typ-) S TO TO CONCRETE SLrAB THE BUILDINGS IS SET ON THE CONCRETE SLAB AND SHIMMED UP TO LEVEL. A } HOLE IS DRILLED WITH A HAMMER DRILL INTO CONCRETE SLAB 1 }• OFF RIM JOIST, THE EYEBOLT iS FASTEN THROUGH THE BOTTOM x 4" stud (typ.) PLATE AND (A) A-24 SIMPSON CLIP IS PLACED OVER THE }' WEDGE ANCHOR. Al' X 2' BOLT AND NUT IS THEN FASTEN THROUGH THE EYEBOLTAND A-24 SIMPSON CLIP. 6. IF NO FLOOR BUILDING IS USED ANCHOR WITH } X 3- WEDGE ANCHOR CENTERED BETWEEN EVER WALL STUD- See wall anchor detail for f+FNFRAI NOTES 8 SpFr'IFlf ATHINS FChi AI IC'FR A('HARS 1. Building anchors shall be mobtfe home- type #30 single helix eye anchor LSTA -18 strap rnanufactured by Home Pride of Bristol, VA. The average holding power l� is not less than 4,90W. 2. Anchoring system to ground per local building code.(by dealer) Locate anchors eyebolt and anchor batted per Table 4. tag etherwl� x Y bolt & nul an 3. Anchors shall be placed through the bottom plate and floor system. / 2 2• x 2' galvanized washers Table 1 Shed Anchor -mg to concrete slab Table 2 Runner S do x 2' forged eyeball Shed Width 1 orShed max anchor soa 11'-ty 40 # I • _ 6 type 1,11, or Ill pad 10' 00 # 1 8' 760 # • _ Values from end of joist to center of (2) 4 x 4 skids only. 13•-W wide sheds have (4) sets of skids. Table 3 Support Footing Pad Spacing For Single or Double Wide Sheds. ' rn 2,V min. TYPICAL WALL SECTION scale: 2• =1' l�'larsr.�rr�>�s>�I��s� f il:<':'ii ttylII:li t�y� 0 Shed D � an End Pad n e Runner Interior Pad a Runner Size LW PLF En P ax. an 'yM W 4. 32 0' l0 3 S'-8' 193 1 7 # I It or II '1T- -'- '4 .0=fo 3'-. 2558# . - Dori - 2558# t II'or ill 0' l0 31-0' 4 or I a III ' or cell 1, Pad spacing is end to center of pad 2. Pads Other than end pad spacing is center to center T ad Dimensions max. Load-• Materia�r�tv i -x x concrete lac n mix 4-x4-x16" 3500#16'x16' ABS lastfc a '"Based on 2,000 PSF Soil Bearing Capacity (2.00o PSF is typ.) Notes: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48"with out reinforcing. 2. ABS pad required on 1l -8' & 13%8' wide buildings only Table 4a Anchor Spacing of Augur Type Anchors For Single Wide Sheds h Size LW Ott End Anchor• rdx. ntenor eon - 6, 208 i' to 3'-0' 10'-0- 8' 1 9 10'-0- l ND Table 4b Anchoring Spacin of A er T Anchor For Double Wide Sh F ! R O V e A! T RNAT HEADER scale: 2" = 1' DIVINE( TION er or �t d ze Anchor ax. ntenor aan DOGUE - 400 __Iv to 3'-0' - •5'-0' z" X 12" Eyebolt fasten to 'Load width on runner '•Locallon of end auger or stab anchor 1 A-24 Simpson clip w/ q 3" 2"x2"Square Gaiv_ steel ANCHOR NOTE chorspacing examples: 30' Auger or }- x 3- expansion bait bolt & nut & 2 2" flat {) washer & 1" nut J. Anchor spacing is based on ASCE 7-10 far a Categgory 1: Enclosed Building, Exposure "C, 2. AO measurement above are center to - washers 2 centerofanolam 3. The minimum number of anchor is (4). One @ each comer of shed for sheds less in lenghl than the maximum. 4, The minimum edge distance for expansion bolts Is 8 diameters ors' for � expansion bait 5. Anchors shall be on side walls except when shed is place next to an existing Ixrirding- in which case anchors A-24 Simpson Clip can be place on end wall as dose as possible to side walls. (870# uplift) w/ (1) GENERAL NOTES: Concrete Slab by others j' x 3' Wedge Anchor 1. All buildings from 0 sq. ft. to 720 sq. ft- are exempt from wind-bome-debris impactstandard per Florida Statules 2 All buildings from 0 sq. fL to 400 sq. ft. for use with one and two family rgsidences from door Local Code &jurisdiction are exempt height requirements perF8C. 3. Ali commercial buildings apply as well as residential buildings 401 sq. ft, or greater must comply with the 6'-8- door height and the min. and max. width requirements. 4"MIN. - 4. All buildings 400 sq. tL or less with 72' door height are accessories to residential structures. 5. This plan was designed per the FBC. FBCR and ASCE 7-10 SHED 6. Fasteners for roof and walls shall be Scots@TruGrip metal to wood fasteners and shall be 9-15 X 1" or equal, )TTOM PLATE W/ SKID ATTACHED ANCHORED with I-(MIN.)thread penetration(TYP.) PLYBOARD TO CONCRETE 7. Gutters to installed on site by others through local codes. X 6" SIDE RAIL scale' 2'= V - - 12" HYDROVENT DETAILS SCALE: 1" = T 2- X 4- BOTTOM PLATE 2- X 4- BRIDGING @ TOP OF WALL 4' TSG NAILER (TYP.) PLYBOARD 1" X 4" BRACING ±% 2- X 4• BOTTOM PLATE 2' X 6- SIDE RAIL 1' X 4' WiND BRACE (typ.) at . OUR CORNERS IV-W OR - ZJ( GREATER ANCHOR STRAP --_SEE WALL ANCHOR DETAILS SEE SIDE ELEVATION WITH DOORS & WINDOW DETAILS SCALE: N.T.S. FOR INFOMATION NOT SHOWN i 30 5 SIDE ELEVATION SCALE:o =1' ST LUCIE COUNTY REIIIEWED FOR 00HRIJANCE REVIEWED BY DATE A -17� - I' PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION RILL BE MADE �- WASHER&Z NUT stir )G 1s ul:ocli -- A>a�Zar �' ter illlg plans lux; F Ior;3R¢ t(,r THREADED ROD FOR LEVEL OR HIGH SETS IF NECESSARY -' COUPLING IF NECESSARY , i X12'FORGED EYEBOLT SINGI F H IX A FR ANCHOR FORGED EYEBOLT &HURRICANE SEE TABLE 4a or 4b FOR SPACING ANCHOR FASTEN TOGETHER Wi (2) 2' SCALE: N.T.S. SQUARE WASHERS, }• BOLT & NUT 0' HURRICANE ANCHOR I C b THESE PLANS . „"r A�.� PRCPt1gm WORK REOURED BY 19ELD iNSPECTORS'Ii�aT MAY BE NECESI IN R TO COMPLY WiTH ALI MWCAP CQP9 .�r-n�v u�otvl�t rCCltUlrctlVlt{�i I5 t-UH IHL ---_�02040,FEORIDA-BUILDING CODE _ I hereby certify that I have reviewed 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 iofnrntission Rule(9N-3) or were analyzed using the Vuit Stress Design. All materials and components comply With the 2010 Florida Building Code, the Florida Manufactured Building Act and Rules, and the 2011 N.E.C- for a Category 1: Enclosed :Buildi.-Tg, Exposure "C", with a wind velocity of 180 m.p-h. (3 second gust) Main tYdaForce DESIGN PRESSURE r • ' r w DES iGN CRITERIA FLOOR LIVE LOAD = 75 PSF WILDING CATEGORY 1 FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD =20PoF 3UILDING TYPE ACCESSORY STRUCTURE ROOF DEAD LOAD = 5 PSF 'ONSTRUCTIONTYPE VB INTERNAL PRESSURE COEFFICIENT=�F . EXPOSURE HIND VELOCITY 180 M.P.H., AEAN HEIGHT 9.851L �fLh�l tLLOWABLE # OF FLOORS 1 IRE RATING - . ^ ^ _ _ _ ___ Fra d n, it. P.E. CONCEALED FASTENERS OR ATTACH t�Ei+' , LE ` ARE THE RESPONSIBILITY On IRE L CONTRACTOR OF RECORD 03-OB-2012 t1J Q 0 Z N Z 04 fA Z O U sheet 1 of 2 _ I once I Minch Yvl lUff rCL 1 -SY4-X4"P.T. LE OR METAL ROOF PRE-FAB TRUSSES @ 16" O/C (TYP.) CONNECTED TO 4" X 4" .T. BEAM W/ HS-24 SIMPSON 4" X4" P.T. BEAMLIPS 2`X4'JACKSTUD.T. BEAM &4"X4" POST CONNECTED WITH INSIDE WALL FORC4Z SIMPSON POST CAPS 4"X 4" BEAM SEE POST CONNECTION ETAILS) 4' X 4" POST NOTCH IN 2" X 6" FLOOR BLOCKING AROUND 2" X 6' FRAMING UNDER DECKING @ 12" O/C FASTEN W/ (2) A-35 SIMPSON CLIPS (SEE BOTTOM VIEW POST CONNECTION UNDER PORCH) ISOMETRIC OPTIONAL PORCH FOR COUNTRY INN MODEL SHEDS SCALE: N.T.S. EXTERIOR STUDS 2" X 4" #2 @ 16" O/C , VINYL SIDING OPTION EXTERIOR WALL STRUCTURAL BRACING SIDE WALLS & END WALLS BRACING MATERIAL SIMPLEX THERMO-PLY (STORMBRACE) FASTENED WITH 0.120" X 1 I'COILED ROOF NAIL @ 3" ON CENTER (EDGES) AND 6" ON CENTER (FIELD) BRACING INSTALLATION STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL SHEATHING EDGES EXTENDING 4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING SHALL BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSIBLE AND RUN THE ENTIRE LENGTH OF THE BUILDING. OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE: N.T.S 30# FEU 4" X 4" P. BEAM 2•X4' BLOCKING z--0- ndn- 4W-O" mac. FRONT ELEVATION OPTIONAL PORCH SCALE:;'= 11-0- 2' X 6" FLOOR 4" ALUMINUM SIDING ORS VINYL SIDING OPTION SHED SIDING OPTIONS SCALE: N.T.S- X 5' MTek CONNECTOR ATES (BOTH SIDES) X 4" CONSTRUCTION + Q.E.I. OUTLET ALUMINUM LAP SIDING ON N 2ONT, & ALUMINUM DOOR SKIN 191 N BACK L G WIRING DIAGRAM (OPTIONAL ELECTRIC) SCALE: N.T.S. ALL WIRING SHALL BE MC CABLE 14 GA. 3 WIRE ENCASE IN ALL METAL BOXES. RE-FAB TRUSSES @ 16" O/C YP,) CONNECT TO 4" X 4" P.T. EAM W/ HS-24 SIMPSON CLIPS "X 4" P.T. POST NOTCH ,ROUND 2" X 6" FRAMING DOOl?3, & 4) 4" X 4" P.T. BEAM 4" X 4' P.T. POST NOTCH 4" X 4" P.T. SIMPSON CLIP BOTTOM VIEW POST CONNECTION UNDER PORCH SCALE: N.T.S. BC4Z SIMPSON POST CAPS TO FASTEN 4" X 4" P.T. BEAM TO 4" X 4" POST 4" X 4" P.T- X 6" FLOOR POST CONNECTION DETAILS SCALE N.T.S. WOOD PANEL SIDING FASTENERS FOR ATTACHING SIDING SHALL BE ON -STAINING BOX, SIDING OR CASING NAILS. FOR PANELS Z" (12.7mm) THICK OR LESS USE 6d NAILS AND 8d NAILS FOR THICKER PANELS. PANEL SIDING APPLIED DIRECTLY TO STUDS, SPACED IN ACCORDANCE WITH THE SPAN RATING AND FASTENED WITH 6d GALVANIZED BOX NAILS OR EQUIVALENT, SPACED 6" (304.8mm) ON CENTER AT INTERMEDIATE STUDS, IS AN ALTERNATIVE TO THE WOOD STRUCTURAL PANEL SHEATHING CONSTRUCTION SPECIFIED IN THE CODE FOR WALL BRACING. bile Home Door (optional) COMPOSITE CONCRETE BOARD 16" FIBER CEMENT PANEL CAN BE INSTALLED DIRECTLY ON BRACED WOOD STUDS CONSTRUCTION SPACED AT A MAXIMUM OF 24" O/C. CORROSION RESISTANT FASTENERS, SUCH AS HOT -DIPPED GALVANIZED NAILS ARE RECOMMENDED. FASTEN PANELS A MAXIMUM 6" O/C ON ALL PANELS HORIZONTAL AND VERTICAL EDGES. POSITION FASTENERS AT INTERMEDIATE FRAMING NO GREATER THAN 12' O/C. FASTEN AT ALL STUD LOCATIONS. �j Z� l � �::I►1�10.,� S 1 222� P.lrhsiL )i... $UED¢:i Ai efajar B•. "ng Flans Fa-air-7 tL-- llor da C-!rt RE `4—t2 MOVEMENT TO PLUM OR SQUARE UNITTO HOUSE, FENCE. PROPERTY LINE, ETC. V 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 BROUGHT UP TO LEVEL, BLOCKED AND SHIMMED. 3- AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2'X4- BOTTOM PLATE WITH A 2 AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR A 3D- EARTH ANCHOR AND BACKFILLED. THE EYEBOLT AND ANCHOR ARE FASTENED WITH A }' X 2' BOLTAND NUT. S. IF THE UNIT IS TO BE ATTACHED TO CONCRETE SLAB THE BUILDING IS SET ON THE CONCRETE SLAB AND SHIMMED UP TO LEVEL. A 3' HOLE IS DRILLED WITH A HAMMER DRILL INTO CONCRETE SLAB 1 } OFF RIM JOIST. THE EYEBOLT IS FASTEN THROUGH THE BOTTOM PLATE AND (A) A-24 SIMPSON CLIP IS PLACED OVER THE }' WEDGE ANCHOR. A � X 2- SOLT AND NUT IS THEN USED TO FASTEN THE EYEBOLT AND A-24 SIMPSON CLIP. 6. IF NO FLOOR BUILDING IS USED ANCHOR WITH }' X 3- WEDGE ANCHOR CENTERED BETWEEN EVER WALL STUD. GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS 1. Building anchors shall be mobile home type tJ30 single helix eye anchor manufactured by Home Pride of Bristol, VA. The average holding power is not less than 4,91M. 2. p � l a%Wystem to ground per local building code.(by dealer) Locate anchors 3. Anchors shall be placed through the bottom plate and floor system. Table 1 Shed Anchoring to concrete slab Table2 Runner Spacing r ttU i tle o Anchor aon e 13'-T V-10 • 9'-11' 11Z,iv FI _s 8' 160 rt i 3• - 6' _ Values from end of joist to center of (2) 4 x 4 skids only. 13'-8' wide sheds have (4) sets of skids. Table 3 Support Footing Pad Spacing Fw Single w Double Wide Sheds. escn tron a End Pad I e unner n:enor Pad r B unn Size LW'1PLF End P az. • SWIDW 4.1 0•to -0' 5•-8' 1936 1 Ilor II 7 79k or III I �' I Il will or III I 1 0' 3'-0' 40 I It w III or 1 mMe 41,07320 to S- ' 2 it or 2133# or 1. Pad spacing is end to center of pad 2. Pads other than end pad sparing is center to center 3. Use same maximum spacing for interior runners. v Pad Dimensions Max. Load" Material I 'X x concrete Qu Cement san mix4-x4"x 16 I 16' x 16' ABS sualwids Load width on runner Based on 2.000 PSF Soil Bearing Capaaty(2,DD0 PSF is typ.) Notes: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' with out reinfwdrng. 2. ABS pad required on 11•-W & 13'-8•wide buildings only Table 4a Anchor Spacing of Augur Type Anchors For Single Wide Sheds e liter r Shed Ri— 1 W I IN,rr P G— a �l—i...,._—R__�__. 10'-D' 5.00' 174 1'-0' to 3'-0' 1 D'-0' 1 NDI Table4b - Anchoring sparing of Auger Type Anchor For Double Wide sPROVEI e I or „ �� IMP- ied za U- End Anchor" x. Intenw a r[ jt T-0' t 3'-0' S-0' -Load width on runner "Location of end auger or stab andnor I ^Anchor spacing examples:30" auger or1" x 2;• expansion bolts. ANCHOR NOTES: 1. Anchor spacing is based on ASCE 7-10 for a calegoryl: Enclosed Building Exposure •C' 2. All measurement above are center to center of anchors. 3. The minimum number of anchor is (4). One @ each tourer of shed, for sheds less in lenght than the maximum. 4. The minimum edge distance for expansion balls is 8 diameters of 5" for expansion bolts. 5. Anchor shall be on side walls except when shed is place next to an exis ' g building. In which case anchors can be place on end wall as close as possible to side walls. GFNFRAt NOTES: 1. At buildings from 0 sq. fL to 720 sq. ft. are exempt from wind -borne -debris standard per Florida Statutes. 2. All building from 0 sq. R, to 400 sq. ft. for use with one and two family residences are exempt from door height requirements per FBC. 3. All commercial buildings as well as residential buildings 401 sq, R w greater must comply with the 6'8' door height and the min. and max -width requirements. 4- All buildings 400 sq. It. or less with 72' door height are accessories to residential structures. S. This plan was designed per the FBC, FBCR and the ASCE 7-10 6. Fasteners for roof and walls shall be ScoIsC&TruGrip metal to wood fasteners and shall be 9.15 x 1' or equal, wt 1' (min.) thread penetration ftyp.) 7. Gutters to installed on site by others through local es. 1 hereby certify that I have reviewed these plans along with all building materials and components used in the manufacturing of the shed. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule(3N-3) or were analyzed using the V tt Stress Design. All materials and components comply with the 2010 Florida Building Code, the Florida ManufactUred Building Act and Rules, and the 2011 N.E.C. for a Category 1: Encldsed Building, Exposure "C", with a wind velocity of 180 m.p.h.(3 second gust) . DESIGN CRITERIA Mein Wald 'Force Ras�tino Sve'ene: DING IYPE ACCESSORY STRUCTURE DEIGN DING CATEGORY 1 STRUCTION TYPE VB PREP UR(= FLOOR LIVE LOAD = 75 PSF' )SURE C FLOOR DEAD LOAD = a PSF VELOCITY 180 M.P,H. ROOF LIVE LOAD = PF' ROOF DEAD LOAD = b P I= 4 HEIGHT 9.85 ft INTERNAL PRESSURE COEFFICIENT +/- 0-18 A OF FLOORS 1 RAIN RATING N/A -OSURE CLASSIFICATION ENCLOSED / P.E. sheet or2