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HomeMy WebLinkAboutSUBMITTED PAPERSDate: , Fee Due: Receipt# Permit # Planning & Development Services SCANNED Building & Code Regulations Division BY 2300 Virginia Ave.' St. Lucie Fort Pierce, FL 34982 COUnty (772)462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Plumbing ❑ HVAC ❑ Fence Shed ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: �5 �! (5 S�r 0I) � FF 2. Parcel ID Number: 1430 — . 3 3 o G 0 2 Office Use Only Section Township Range Map Page Zoning Land Use Initials r of Project or Work: �- �C� G,T� .S%�C 1] �Q /✓% 4. Owners Information 5. Contractors Information Name: JOn/�S' FL Reg/Cert #: Address:, j ip 0 $-7- L (/E/,- A4 VD .0 County Cert#: City: State: f- a Business. Name: Zip: ,j4:14 6 Phone:772 47 7/ 41 Phone: oU 6. Value of Construction: $ q00 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and at all work will be done in compliance with all applicable laws regulating c truction and ing. PRINT OWNER OR CONTRACTOR NAME SIGNATURE OF2!�,7COXTRACTOR STATE OF FLORIDA, COUNTY OF Ait ACKNOWLEDGED BEFORE ME THIS DAY OF 20/I� BYWHO IS PERSONALLY KNOWN TO ME ORWHOHASPRODUCED L-. ®ftklZb oap UFFAS ID ICATION. C 08353012lic Un ea ,116tsSIGNATURE OF NOTAR TYPE OR PRINT OFNOTAR COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 Revised 04/26/2010 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address Indicate the street address or general location of property where the building activity is taking place. 2. Parcel ID Number Indicate the tax identification number of the property where the building activity is taking place. 3. Description of Project or Work Activity Fully describe the activity to take place. 4. Owner Information Indicate the name and address of the owner of the property on which activity is taking place. 5. Contractor Information Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license r number and the name of the business doing the work. 6. Value of Construction Indicate the total value of the work to take place. -- Total cost of construction includes. all current retail _ material and -labor costs -associated with -the- — - - - - - - - - - - - - - - - - - - - - - - - - building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for new system' or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. NOTE. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. Property Appraiser - St.Lucie Coi' `, FL - Page 1 of 1 Road Runner Travel Resort LLC Record: 1 of 3 Property Identification Site Address: 5500 ST LUCIE BV Sec/Town/Range: 30 :34S :40E Map ID: 14/30S Zoning: RVP Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1430-331-0002-000-5 �%,UCIE 00 Account #: 10200 Use Type: PRKG/MOBILE City/Cnty: St Lucie County Owner. Road Runner Travel Resort LLC Address: 5500 St Lucie Blvd Fort Pierce FL 34946 Sales Information Date Price Code Deed Book/Page 7/24/2009 0 0311 WD 3111 / 1969 2/9/2008 100 03 QC 2947 / 0659 11/27/2006 100 02 QC 2729 / 2269 7/22/2004 0 01 FJ 2026 / 2679 12/1/1979 525000 00 CV 0322 / 2003 1/1/1973 84000 00 CV 0210 / 2000 Legal Description 30 34 40 SW 1/4 OF SW 1/4-LESS ASTRIP OF LAND ON E BEING 331.2 FT ON N LI AND 333 FT ON S LI (OR 294 More... Assessment 2012 Total Land and Building 2012 Final: 3338100 Land Value: 1316000 Acres: 28.14 Assessed: 2389640 Building Value: 2022100 Ag.Credit: 0 Finished Area: 9168 SgFt Exempt: Taxable: Taxes: 55715.99 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: RVPK - RV Park YearBlt: 1981 Frame: - Grade: C - C EffYrBlt: 1981 PrimeWall: - StoryHght: 0010 -1 Story No.Units: SecWall: - Interior Features BedRooms: 752 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/28ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Use Type Type Measure Depth ASP2 - ASP2 LOW Y 1 137280 AV AV 2001 1 2800-PRKG/MOBILE 142 -Site 376 CSAV - COM POOL AVG Y 1 1300 AV AV 1981 PA01 - POOL DK-AVG Y 1 3267 AV AV 1981 CNC2 - CONCRETE LOW Y 1 11378 AV AV 1981 FEW - CHAINLINK 10 Y 1 336 AV AV 1981 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=143033100020005 3/13/2013 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, 5'.3 dO ST L I,ICiE ,UAL V0 407-'H/ 4 , r2T (Parcel Id#/Legal description/Address) 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 descrlb_e property—and—in—accordance—w-ith—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. /3 20>5 Date L' (� �r liSTATE OF FLORIDA, COUNTY OF _c% ACKNOWLEDGED BEFORE ME THIS DAY OF M CLC_ 20_E� By A a �r NALLY KNOWN TO ME _] OR WHO HAS PRODUCED 42 �(l C� �C� L ' lT`I ICATION. 1 l![. C"oek&M" SIGNATURE OF NffFARY PUBLIC TYPE R PfVT I OT Y COMMISSION NUMBER SLCPDSD Revised 08/24/2010 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an 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 licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide wo ers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic ws ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on ho eet the minimum code. Initial 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 require to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and li r the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction p ject- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate ical 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 owneribuilder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this 3 day of & of 20 f . Owner/Bui!Ac1r`Sigp&&e STATE OF FLORKIDA c COUNTY OF G �— The foregoing instrpment was acknowledged before me this day of 20__�� by _���Y� 'Q� , �C�yho is personally known to me, or who has Ancie_bL *uF Signature of Not ype or Print Name o otary (Seal) Title: Notary Public Commission Number tppY pG ANGELg 14 HUFF SLCPDSD Revised 07/22/2010 my COMIVI$SfON#E£p83530 ES; April 12, 2015 Bonded Thra Not; ryPublic UndenyMers PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): gG � ir--7 t1Q/A6___5 have agreed to be the (Company Name/Individual Name) 2!5�4L C %,tI C sub -contractor for 9/-19 A/ 49 (Type of Trade) (Primary Contractor) for the project located at ,_5S O© S7. (�C%�� /&4 VL) ZG T ,H /4 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE .REQUIRED A-14 hl/ 4G7 JaN S "/�/z / 2,3/Z0/ SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: email: nFFICF. ITSF, ONLY: PERMIT # ISSUE DATE (Company/Individual Name) project located at PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Street address or Property Tax ID # ) ZEC719 7- rice 4-6 It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electricals L Plumbing IIVAC/ Mechanical Roofing Gas OFFICE: USE 'ONL; PERMIT ISSUE DATE: NUMBER: Shed's must have a minimum of 8' off each side and 5' off the rear of shed to your lot line. I, Marilyn Minix owner of the Road Runner Travel Resort give permission to install a 8' X 8' shed built by Robin Builders on B-14 with the requirements listed above and have prepared this lot plan. Marilyn Minix Apri1(8, 2013 Scale 1" = 10' 11emit =� �e"";� CYNTHIA BAKER MY COMMISSION # EE108106 EXPIRES: June 29, 2015 I-B00 3•N07ARY FI. Noiary Discount Accoa Co. 74' 30' 13' 14' No 8' 8'x 8' shed B-14 12'x 38' Trailer 53' ROAD in front of Lot B-14 - C\, � )-I �, Sheds must have dminimum of 8' off each side and a min. of 5' off the back of your lot. I Marilyn Minix owner of the Road Runner Travel Resort give permission to install a shed on H-03 with the requirements listed above and have prepared this lot plan. Scale 1 inch =10 feet Mariyn Mini February 4, 2006 301 30 Trmcls sHrmc)'.6 INC. g550 LAREDO A\,/ENUE FT. MYER51 FLORIDA 33gO5 SINGS rz WIDE ANCHORING P= AN GENBRAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXI5TIN6 51TE CONDITIONS. 2. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR GOORDINATIN6 ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DETAIL AND DIMENSIONS. ANY DISCREPANCIES BETMEN SUCH DETAILS AND DIMEN51ON5 SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 3. THE CONTRACTORSHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEeRITY .OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. 4. THESE PLANS HATE 13EEN PREPARED PER REGULATIONS OF THE 2004 FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE YVORK SHOWN OR REA50NABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS YiRITTEN CONSENT - A COPY OF WHIGH WILL BE FILLED NTH THE CONSTRUCTION OFFICIAL. 5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE NITHOUT MTTEN CONSENT FROM THE ENGINEER b. THESE DRANIN65 ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED. WITHOUT His CONSENT. DRAWIN65 SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS 516NED AND SEALED BY THE ENGINEER. 1. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND A6AINST ALL LIABILITY CLAIMS, DAMAGES, L055E5 AND EXPENSES INCLUDING LEGAL FEES AR151% OUT OF OR RESULTING FROM ERRORS OR OMI551ON5'IN THE ENGINEER'S DRANIN65 AND THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. ALL NORK AND MATERIAL SHALL MEET -THE REGUIREMENT5 OF ALL LOCAL AND STATE BUILDING CODES AND THE 5PEGIFIGATION5 OF THE NATIONAL 130ARD OF FIRE UNDERMTER5. THE DRAWINGS 5140N THE GENERAL ARRAN6EMFNT5 AND EXTENT OF THE NORK. AS THE WORK PROGRESSES, THE OWNER AND THE CONTRACTOR, AT NO EXTRA G05T515HALL-MAKE MODIFICATION5 TO MAKE THE PARTS AL16N. 130 M.P.H. Y41 ND 5PEED b. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND GONDITION5 BEFORE PROGEEDING GON5TRUGTION. HE SHALL REPORT ANY D15GREPANGIE5 TO THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY YVOM THE DISCOVERY OF DI5GREPANGIE5 AFTER THE BEGINNING OF NORK WILL BE EVIDENCE OF FAULTY NORK AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN. 9. THE CONTRACTOR FOR TH15 PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT. THE GONTRAGTOR SHALL FURNISH AND- PAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR, MAGHINERY, TRANSPORTATION, HEAT, HATER, UTILITIES, AND ALL OTHER FACILITIES AND 5ERVIGE5 REWIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK to. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOGUMENT5. THE DOGUMENT5 SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER TH15 CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT WILL IMPACT THE PROJECT. ALL DRAWINGS ARE GOMPLIMENTARY. THE DRAWINGS GENERALLY SHOW THE INTENT OF THE OVERALL COMPLEXITY AND GONGEPT5 OF THE PROJECT, AND DO NOT NECE55ARILY SHOW ALL DETAILS AND CONDITIONS. It. ALL NEW INTERIOR CONCRETE 5LA55 AND FOUNDATION WALL5 AND FOOTINGS 51{ALL HAVE SOIL P0150NING" UNDER NEN WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR. ALL NOW SHALL BE COMPLETED IN ACCORDANCE AITH ALL STATE AND DEPARTMENT OF A6RIGULTURE, STRUCTURAL PE5T CONTROL DIVISION REGULATIONS, RULES, DEFINITION5 AND REQUIREMENT5. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXI5TIN6 SETBACKS, EA5EMENT5, AND ANY DEED RESTRICTIONS. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE WILDIN6. THE ENTIRE PROJECT SHALL 13E LEFT IN A NEW, GLEAN CONDITION. . WIND DESIGN CRITERIA EXP05URE 1161, CATEGORY I, ENCL05ED, I NT. PRE55URE COEFFJ_CENT ± O !$, IMPORTANCE FACTOR 0:T7 ZONE Y41ND SPEED 130 MPH ROOF I -212 ROOF 2 -36.1 ROOF 3 � -543 WALL 4 -252 WALL 5' -31.1 0NI SHEET LIST TABLE 5HEET!N .• ,; TITLE 4 ` 5HEET A-1 2 of b ANCHOR GHART5 A-2 3 of 6 - ANCHOR GHART5 A-3 4 of b ANCHOR DETAIL5 A-4 5 of 6 ANCHOR DETAILS A-5 6 of b ANCHOR DETAIL5 PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDIN& CODE W/ DECEMBER 12th, 2005 AMENDMENTS FOR A THREE SECOND GUST OF 130 -M.P IL m O N Q f Qnil .N. O Z Z to u- <ivU � age ju J a "�� DATE: 2/6/06 DRN BY: MBR CHK BY: F5G SCALE: NO.5GALE %W.O. NO: 213-011 5HEET C-I lof6 WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID 't' x G' `t 3 x `t' x 10' G `t `t' x 12' 8 5 -T x I-T 8 5 -TxIre, 10 G t x I6' 12 1 .1, x 20' I`t j 8 t x 22' I't 8 't' x 211' IG 9 `t' x 2G' 15 10 1, x 26' 16 10 't' x 30' 20 II 5CHECU1.IS FOR ANCHORS PLACID AT 4 ° INTO GROUND WIDTH x LENGTH MINIMUM # OE. SOIL ANCHORS MINIMUM # OF GONG. PADS PER SK D x G' 't 3 G' x G' x 10' G 4 G' x 12' G `t G' x I`t' G 5 G' x IG' 6 5 G' x IS' 6 G G' x 20' IO G G' x 22' 10 1 G' x 2-t' 10 "t G' x 2G' 12 8 G' x 26' 12 8 G' x 30' K 9 V x 32' I't 9 G' x 34' 1.1 10 G' x 3G' IG 10 G' x 36' IG II G' x `0,' 16 II WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID 8' x G' `t 3 6' x 6' 't 3 6' x ID' `t V x 12' 't 8' x I`f' fo 5 VxI(W 6 6 5' x IV 6 G 5' x 20' 10 'I 6' x 22' 10 "1 5' x 2`t' 10 '1 5' x • 2G' 12. `8 6' x 26 12 6 5' x 30, I`t 9 5' x 32' 111 9 5' x 3`t' I`t 9 6' x 3G' IG 10 5' x 5V IG 10 6' x -1 18 Il WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID 10' x G' 't 3 10' x 6' `� 3 I& x 10' 10' x 12' G 10' x It 5 5 10' x IG' 6 5 10' x 15' 10 G 10' x 20' 10 G 10' x 22' 10 -7 10' x 2't' 12 8 10' x 2G' 12 6 10x 26' 1-1 9 10' x 30' 11 9 10' x 32' IG 10 10' x 31' 16 II 10' x 3G 15 II 10' x 38' 20 12 10' x 't0' 20 12 WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID II'6" x G' 1 1 3 II'6" x V 1' 3 II'6" x 12' & II'6" x [It' 5 5 II'6" x 1V 5 5 II'6" x 16' 8 G Il'6" x '2V 10 G II'6" x 22' 10 1 11'8" x 24' 12 8 II'6" x 2G' 12 8 II'6" x 28' 11 9 II'6" x 30' 11 9 II'e" x 32' IG 10 II'6" x 3`t' 16 II II'6" x 3G' 15 II il'6" x 36' 20 12 II'8" x -10' 20 12 II'6" x 92' 20 12 II'8" x Mt' 22 13 il'6" - x %' 22 13 II'6" x `t8' 21 11 11'8" x 50' 2-1 K WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # Of GONG. PADS PER SKID 13'6"' x 13'6" x 13'5" x 10' 13'5" x 12' G `t 13'8" x 11' G 5 13'6" x IG' G 5 13'6" x 15' 6 G 13'6" x 20' 6 G 13'6" x 22' 10. "1 I3'6" x 21, 10 "1 13'6" x 20 10 8 _ 13'6" x 26' 12 8 13'6" x 30' I2 13'8" x 32' 12 9 13'5" x Si' K 10 13'6" x 30 1`t 10 13'8" x 36' I't II 13'6" x 'b' I't II t3'6" x -12' IG 12 13'8" x 't't' IG 12 13'8" x `Ko' IG 13 13'6" x `t8' IS 13 13'6" x 50' 18 K 13'-6" WIDE ARE TO HAVE 3 SOIL ANCHORS AT THE �NCHOia S1:OCKINC�yC�-fE�LE ENDWALLS AS WELL FOR STANDARD AND 13AKN TYPE SHEDS AT 130 MPH 5 ANCHORS - o u z CONTRACTOR M EXAMPLE I3'-6" BY 22' PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE YV DECEMBER 12th, 2005 AMENDMENTS FOR A THREE SECOND GUSTOF 130 M.P.H 0 Q o a g U tu w ZZU a REV BY I DATE DATE: 2/6/06 DRN BY: MBR GHK BY: F5G 5GALE: NO 5GALE W.O. NO: 2l3-MI SHEET 2 of 6 D SCHODUa6- FOR ANCHORS PlaACED ARTICA . INTO GROUND WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID 4' x G' `t 3 4' x 10' G 4 4' x 12' G 4 4' x 14' 8 5 4' x IG' t0 5 4' x 16' 10 G 4' x 20' 12 "1 4' x 22' 12 "1 4' x 24' 12 4' x 2G' 12 8 4' x 28' 14 8 4' x 30' 14 9 4' x 32' . 14 9 4' x 34' IG 10 4' x 3G' IG 10 4' x 38' l8 II 4' x -10' 18 II WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS P1=R SKID G' x G' 4 3 G' x 8' It 3 G' x 10' 4 4 G' x G' x 14' G 5 G' x IG' G 5 G' x IS' 8 G 6' x 20' 8 G G' x 22' 8 G G' x 24' 10 -1 G' x 2G' 10 G x 28' 10 7 G' x 30' ID G' x 32' 12 8 G' x 34' 12 8 G' x 3G' 12 8 Co. x 38' 1.1 9 co, x 40' 14 9 WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG. PADS PER SKID 5'xG 4 3 8' x 8' 4 3 8' x 10' It 3 8' x 12' G 4 8' x 14' G 4 8' x IG' 8 5 8' x IS' 8 5 8' x 20' 8 5 8' x 22' 10 5 8' x 24' 10 5 8' x 2G' 10 G 8' x 25' 12 8 bx 3D 8' x 32' 12 8 8' x 34' 14 9 8' x 3G' 14 9 8' x 35' 14 10 rbl—x 40' IG 10 WIDTH x [LENGTH MINIMUM # OF SOIL ANCHORS INIMUM # F CONG. DSPER :FASKID 10' x G' 4 3 10' x 5' 4 3 t0' x 10' 4 4 10' x 12' 4 4 10' x 14' G 5 t0' x IG' 8 G t0' x 15' 8 G 10' x 20' 8 G 10' x 22' 10 1 10' x 24' 10 "t t0' x 2G' 10 "I t0' x 28' 10 - 10' x 32' 12 8 10' x 34' 12 8 19 x 3G' I`t 9 10' x 38' 14 9 10' x -10' 14 9 ANCHOQ 151,0=i eCHNQ611.11 FOR STANDARD AND BARN TYPE SHEDS AT 130 MPH WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONG - PADS PER SKID 11'8" x G' `1 3 Il'8" x 6' 4 3 II'8" x 10' G 5 ll'8" x 12' G 5 ll'8" x 14' G 5 II'8" x IG S G II'8" x 18' 8 G 11'8" x 20' 8 G 11'8" x 22' 8 G II'8" x 24' 10 7 ll'8" x 20 10 "I . 11'8" x 28' 10 ? 3 1 8 II'8" x 32' 12 8 Il'8" x 34' 12 8 ll'8" x 3G' 14 9 II'8" x 38' 14 9 Il'8" x 40' 14 9 II'8" x 42' 14 9 II'8" x 44' IG 10 Il'8" x 4G' IG . 10 ll'8" x 48' IG 10 II'8" x 50' 18 If WIDTH x LENGTH MINIMUM # OF SOIL ANCHORS MINIMUM # OF GONC- PADS PER SKID x 13'8" x 13'b" x 10' 4 4 13'8" x 12' G 4 13'8" x 14' G 5 1315" x IG' G 5 13'8" x 15' G G , 13'8" x 20' 8 G 13'8" x 22' 8 "! 13'8" x 24' 8 "I 13'8" x 26' 8 7 13'8" x 28' 8 13'6" x 32' 10 8 13'8" x 34' 10 9 13'8" x 3G' 10 9 13'8" x 38' 10 10 13'8" x 40' 10 10 13'8" x 42' 12 If 13'8" x 44' 12 It 13'8" x ir., 12 12 13'8" x 48' 12 12 13'8" x 50' 14 13 13'-8" WIDE ARE TO HAVE 2 SOIL ANCHORS AT THE- ENDWALLS AS WELL 4 ANCHORS t �T� Q COT �i \1� Pi O Ci �. 01 N Py 4 ANCHORS EXAMPLE 13'-8" BY 22' SHEET A=2 PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA. BUILDING CODE W/ DECEMBER 12th, 2005 AMENOMENT5 FOR A THREE 5ECOND GU5TOF 130 M.P.H 3 of 6 NIB 1� m u� mOCV of 'Q ��or'n to 0 ic- - T-- QD Itll %X m g saga i c�TX ml � p N � o� v < g O z N � wwl BY I DATE DATE: 2/6/06 ORN BY: MBR GHK BY: E5G 5GALE: NO 5GALE YV.O, No. 213-011 130 MPH WIDTH MAXIMUM SPACING OF EYE ANCHORS 10' 13'-w 2-II" 1,2"0 x -IV LG- STEEL ROC HELIX 9 GA. x 11 WITH 2" P11 (TYPICAL ) NOTES L ANCHORS PLACED AT 10" MIN FROM END -OF BUILDING. 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING EYE ANCHOR BLOCKING SCALE: N.t.S_ 130 MPH WIDTH MAXIMUM SPACING OF AIRCRAFT CABLE ANCHORS .t' 8' 10, 1'-5" I'-5" NOTES: I. ANCHORS PLACED AT 5" MIN FROM END OF BUILDING- 2 MINIMUM OF TWO ANCHORS EACH - SIDE OF BUILDING EYE ANCHORS 130 .MFH WIDTH MAXIMUM SPACING OF HILTI KWIK BOLTS II'-8" P-p'• NOTES L ANCHORS PLACED AT 7" MIN FROM END OF BUILDING- 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING SKID I}boxB PADA SEE SHEET A-1 OR A-2 FOR ANCHORING AND BLOGKING SPACEING' a fi "Px D"Xi" GONG. I. ANCHORS FOR THE BUILDING CORNERS MUST NOT - BE MORE THEN 2'-0" MAX FROM -THE BUILDING CORNERS. PADS MUST BE LOCATED UNDER ENDS OF SKIDS. ,ANCHOR 2 SCALE: N:T.S_ r'nKt/' PA nC CPA /'Gn Pr-? 4 AIRCRAFT GABLE HILT[ KWIK BOLT SCH DU1. SCHBOU S S�CtlON SCALE: N T 5. SCALE: N.U. SCALE: N T S. THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE YV DECEMBER 12th, 2005 AMENDMENTS FOR A THREE SECOND W5TOF 150 M.P 4 w 0 0 x U 4 DATE: 216106 URN SY: MBR GHK BY: P5G SCALE: NO SCALE W.O. NO: 213-01l SHEET AMD 6 of 6. tFD'S SHED'S INC. ti.R.H INSPECTORS -Plans Examiner- W. David Arnold AR0013558/PX0000351 Flan# _p " / Date 21 /failb,S z7.3'OG � GENERAL NOTES I- THIS 5TRUCTURE WA5 DE516NED IN ACCORDANCE KITH THE 2004 EDITION OF THE FLORIDA BUILDING GODE (FB.G.). WIND LOADING DE516NED IN AGGORDANGE KITH A5GE-7-02. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMEN51ON5. 4. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2' O.G. BUT MEMBER SPACIN6-5HAI I NOT F�L MIT5 Ate, INDICATED_ 5. LUMBER USED FOR GON5TRUGTION OF THIS BUILDING 514ALL BE AS FOLLOWS. FLOOR JOISTS 2x4 5.Y.P.#3 12% TO 15% M015TURE CONTENT 2X4 5.Y.P.#2 12% TO 15% MOISTURE CONTENT 2X6 5Y.P#3 12% TO 15% MOISTURE GONTENT 2X6 5.Y.PA2 12% TO 15% MOISTURE CONTENT -STUDS 2x4 5.PF #2 12% TO 15% M015TURE CONTENT ROOF RAFTERS 2x4 5.P.FY2 12% TO 15% MOISTURE CONTENT 2X6 5.P.F#2 12% TO 15% MOISTURE CONTENT 6. ALL THE FOLLOWIN6 LUMBER SHALL 13E PRE55URE TREATED 5KID5, FLOOR J015T AND %' T d 6 PLY WOOD FLOOR DECKING. T RAFTERS DE-516NED TO SUPPORT Dl..(10 P5F) + L.L.(20 P5F) = 30 P5F TOTAL LOAD. 8. NAILS FOR ROOF SHALL BE GALVANIZED RING SHANK 9. FOR ROOFS KITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 15OF72.8 OF F.B.C. 2004 SKEET LIST TABLE SHEET NUMBER SHEET TITLE G-I COVER SHEET A -I FLOOR AND FRAMING PLAN A-2 DETAILS AND GHART5 A-3 5EGTION5 AND GHART5 A-4 DETAILS A-5 ENDWALL DETAILS A-6 ENDWALL DETAILS A-7 HEADER DETAILS A-8 DETAILS g330 LAREDO AVENUE ET. MYER5, FLORIDA 33g03 M,4sTr=R P INNS OF STANDARD TYPE 5HED5 ELECTRICAL NOTES 1. WHEN AIR GONDITIONIN6 IS INSTALLED IN THI5 BUILDING, IT SHALL BE THE RE5PON51BILITY OF THE HVAG CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAG UNITS) INSTALLED ALL NIRIN6 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIG GORE L ATE5T EDITION. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 50LID GOPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL .15 TO BE GROUNDED TO MINIMUM 10'-0" COPPER GLAD EARTH;ViPIVEN ROD KITH 6ROUNDIN6 CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHIN65. 6. ALL ELECTRICAL NORK 15 TO 13E IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC.), LIFE SAFETY CODE (NFPA 101), LATEST EDITION5. 7. WAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACGE5515LE 015GONNEGT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT 5NITGH WITH A MARKED "OFF' POSITION THAT 15 PART OF THE HVAG EQUIPMENT SHALL BE PERMITTED AS THE DI5GONNECTIN6 MEANS ONLY NHERE OTHER DISCONNEGTIN67 MEANS ARE AL50 PROVIDED BY A READILY AGGE5515LE GIRGUIT BREAKER- 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DE516NED AND VERIFIED A5 BEING IN COMPLIANCE KITH SEC. I10-c1 OF THE NEC, BY A LOCAL FLEGTRIGAL GONSULTANT. 9. THE MAIN ELEGTRIGAL PANEL, FEEDERS, POKER HOOKUP TO BUILDIN6 (INGLUDING ALL DI5GONNECT5, OVER CURRENT DEVICES, PANELS, 6ROUNDIN6, ETG) 15 DE516NED BY OTHERS, SITE INSTALLED, 5U5JEGT TO LOCAL JURI5DICTION APPROVAL. 10. ALL NIRE5 TO 5NITGHE5 AND OUTLETS TO BE #12 THHN SOLID GREEN SITS IN6TALLED ITEMS NOTE THAT THIS L15T DOES NOT WGE55ARILY LIMIT THE ITEMS OF NORK MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. AL RELATED ITEMS ARE SUBJECT TO LOCAL JURI5DIGTION APPROVAL. I. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. RAMP5, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 3. ELEGTRIGAL SERVICE HOOKUP (INGLUDIN6 FEEDERS) TO THE BUILDIN6. l �J DESIGN CRITERIA (ABC 2004 COM 1. WIND VELOCITY 150 M.P.H. 2. WIND IMPORTANCE FACTOR 0.71 3. BUILDING CATE60RY I 4. WIND EXP05LIRE G 5. INT. •PRE55URE COEFFICIENT +/- 0.15 6. BUDg4;tE C N551FICATION ENCLO5ED 7. COMPONENTS AND CLADDINS - WALL LOAD (ZONE #4) -40.1 P5F - WALL LOAD (ZONE #5) -503 P5F - ROOF LOAD ZONE f) $_3_ _P5F - ROOF LOAD (ZONE #2) -5413 FSF - ROOF LOAD (ZONE #3) -87 8 PSF 8. FLOOR DE516N LIVE LOAD 40 P5F FLOOR DE516N DEAD LOAD 12 PSF 41. ROOF DM16N LIVE LOAD 20 P5F ROOF DE516N DEAD LOAD 8 P5F 10. WALL OB16N DEAD LOAD 5 P5F II. CONSTRUCTION TYPE V B 12. BUILDIN6 OCCUPANCY - UMSM054 15. THE CONTRACTOR K)ST COMPLY WITH THE LATEST EDITIONS OF THE FOLLORN6 CODE5. - FLORIDA BUILDIN6 CODE - 2004 - FLORIDA MECHANICAL GODE - 2004 - FLORIDA PLUMBING CODE - 2004 - FLORIDA AGGE551BILITY CODE - 2004 - FLORIDA EXI5TIN6 BUILDING GORE - 2004 - FLORIDA RJEL. AND 6A5 CODE - 2004 - FLORIDA FIRE PREVENTION GORE - 2004 - NATIONAL ELECTRIC CODE - 2005 Al D ` CYOR L 5 _O THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5EGOND GU5T OF 150 M.P.H. Q IllL�O y e i m ,6 ? O r Ll D 0 uj � v X m U- 0 N Q?� V W=m cnal¢Q� LL W� vo mi QLL chi ➢m to Q J Ut O 9- W m m �m U NFL DATE: 11/16/05 DRN BY: MBR GHK BY: F5G SCALE: NO SCALE W.O. NO: 213-068 5HEET i ' SHED MAXIMUM LENGTHS 5HED WIDTH ENDWALL OPENIN65 NO OPENINGS 2' 3' 4' 5' 6' 8' 4'-011 18, NA NA NA NA NA NA 5'-011 24' NA NA NA NA NA NA . b'-O" 2V 20' 14' 10' NA NA NA 11-0" 54' 24' 20' 14' NA NA NA 8'-O" 38' 30' 24' 20' 14' 10' NA 10'-O" 4 1 38' 34' 30' 24' 20' 10' 118-0" 50' 44' 40' 34' 30' 24' 14' II'-b" - 46' 42' 38' 32' 2W W 13'-O" 50' 50' 4b' 44' 3W 54' 24' 13'-8" 50' 50' - -50' 46' 42' 3b' 2V NOTE: NA= THAT 51ZE OPENING WILL NOT BE ALLOWED ON THE ENDWALL5 OF A SHED WITH THAT WIDTH. ELECTRICAL SYMBOLS NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY. DUPLEX REGEPTAGLE 120V 10 INCANDESCENT LI6HT WITH" 1-60W BULB 0 JUNCTION BOX 16" TO 24" 2x4 5.Y.P. #2 TOP PLATE ' DOUBLE AT RAFTERS ENDNALLS SLOPE RI D6E .i 2x4 RAFTERS #3 OR 2xb ON SHEET 5.Y.P. 5EE CHART A-2 #2 SLOPE 6'-0" TO 50'-O" ✓LL VI'1/-ll\l 1111✓ ✓IILLI 1 VI\ 4�11�/\. LLV 111✓ rILLV►�LL ROOD M"""I P'-"N I 16" TO 24" RIM JOI5T 51ZE AND GRADE SAME A5 FLOOR J015T U5ED] \I (2) 2x4 OR (2) 2x6 5EE CHART #1 P.T. 5.Y.P. #2 SKIDS # SHEET A-2 2x4 OR 2x6 ~ N JOISTS P.T. AT- _ 1611 OR 24" O.G. v w (TYPIGAL) w SEE CHART #1 SHEET A-2 A-2 (2) 2x4 OR (2) 2x6 6'-011 TO 50'-011 P.T. 5.Y.P. #2 SKIDS SEE CHART THIS SHEET FOR MAX. LE5TH5 ALLOWED NOTES: I. ANY BUILDING OVER 100 50. FT. WILL BE 2xb FLOOR J015T. T.5 r m - 2x4 VEF / WALL 51 3, 4', 5', b' 5WINC 3/4" T46 PLYWOO� OPENING. SEE 511 6 DOOR HEADER I FLOOR DEGKIN SEE VARIOUS Eh SECTIONS WITH I SEE VARIOUS END AND GARAGE D, WALL SECTIONS F6,R VERTICAL WALL VERTICAL NALL STUD LOCATION LOCATION \ 2x4 P.T. 50LE PLATE OPTIONAL El FGTRIG TO EAGHJ UNIT FIELD CONNECTED FROM EXISTING POKER SOURCE TO UNIT SEE 3', 4', 5', b' 5WIN61 DOOR OPENING. SEE 51DE .DOOR HEADER PETAILSk 0-O" TO 50'-0" m AILS T14E5E PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE- 5ECOND GUST OF 150 M.P.H. A IL DC d m O N mz r LL Ll O�9wr � Q O Q LL DATE: II/16 05 ORA1 BY: MBR GHK BY: F5G 5GAL.E: NO 5GALE W.O. NO: 2T-'-068 5HEET Awl pbq o coft Ty" l//2//o. I'x8' 20 6UA6E STRAP5 FASTENED WITH (2) - 0.131'0 x 2-1/4' GUNNAIL5 3'xY TRll55 PLATE EACH END OF 5TRAP ON BOTH 51DE5 TYP) 5EE HEADER DETAIL 2x4 5 Y.P. #2 TOP PLATE 15 6UA6E BRACE 1-1/4' WIDTH 2x4 P.T. 5 YP. #2 50LE PLATE I I� I I� 1= I LU 0 I" Q > Ie I I � ,JACK STUD lo' THRU II'-B' SHED ENDWALL WITH W TO W GARAGE DOOR DETAIL SCALE: V4' = 1'-0' . I"x8' 20 GUA6E 5TRAP5 I"W 20 6UA6E 5TRAP5 FA5TENED WITH (2) - 3'x5' TRU55 PLATE FASTENED WITH (2) - 3"x5" TRU55 PLATE 0.131*0 x 2-1/4' 6UPPlAIL5 ON 130TH SIDE5 TYP) 0.131'(P x 2-1/4° 6UNNAILS ON BOTH SIDES TYP) EACH END OF STRAP c EACH END OF 5TRAP r4Px. 5EE HEADER DETAIL 2x4 5 Y.P. #2 TOP PLATE 15 6UA6E BRACE 1-1/4" WIDTH— - 2x4 P.T. 5 Y.P.-� #2 SOLE PLAT E �1 I lfl w Q .JACK STUD EQ 3',4' Q 5EE HEADER DETAIL - g 2x4 5 YP. #2 ITOP PLATE w I IS 6UAGE BRACE I o o I-I/4° WIDTH I �N O0 2x4 P.T. 5.YP� Z #2 SOLE PLATE NOTE: 3'-0' DOOR SHOWN, IF 4'-0" DOOR 15 USED, THEN THE WALL STUDS SHALL NOT EXCEED 24' O.G. ON EITHER 51DE OF THE DOOR THEREFORE FEWER 5TUD5 MAY BE REQUIRED IN THE WALL THAN ARE SHOWN ON THE PLAN. 6ENDWALL WITH DOOR I'x8' 20 6UA6E 5TRAP5 3'x5' TRU55 PLATE FASTENED WITH 0 - ON BOTH 51DE5 TYP) 0.131'0 x 2-1/4' 6UNNAIL5 EACH END OF 5TRAP 2x4 SYP. #2 TOP PLATE 18 6UA6E BRACE 1-1/4' WIDTH 2x4 P.T. 5.YP7--\ #2 SOLE PLATE r W l 3 JIL A3 WINDOW 51ZE VARIE5 FROM 27' TO 36' VERTICAL DIMENSIONS 6' SHED Do AL.L WITH WINDOW 3 DETAIL THREE PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE ----------------- I I� .JACK I = I I� sTUD N � I � D� o I� I 3 A3 NOTE: 6'-O' DOOR SHOWN, IF OTHER 51ZE OF DOOR 15 U5ED, THEN THE WALL 5TUD5 5HALL NOT EXCEED 24' O.G. ON EITHER 51DE OF THE poop. THEREFORE MORE STUD5 MAY BE REQUIRED IN THE WALL THAN ARE SHOWN ON TIE PLAN. 3'x5' TRU55 PLATE - ON BOTH 51DE5 TYP) SEE HEADER DETAIL 2x4 s Y.P. #2 TOP'PLATE 18 61JA6E BRAGE 1-1/4' WIDTH 2x4 P.T. SYP- #2 SOLE PLATE eV SHEV EENO ALL NTH DOOR 1'x9' 20 6UA6E 5TRAP5 FA5TENED WITH (2) - 0.131'41 x 2-1/4' 6UNNAIL5 EACH END OF 5TRAP NOTE: STUD 5PAGIN& NOT TO EXCEED 24' O.G. WINDOW 51ZE VARIES FROM 21' a; TOE\ n :, � ' ,83 ENDWALL WITH WINDOW O)FALE: 1/4' = 1'-0' FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 150 M.P.H. AIR y —M I� id suilfit ui_ R M o- m N O 1 U # g C14 N N mF. z 0 u-,U) 10 O r t- < U 94, o o . O Z Tom n QoA I Ya o in CA 111 p URF\(l BY I DATE 1 DATE: 11/16/05 DRN BY.- MBR GHK BY: F50 5GAL1-: NO 5GALE W.O. NO: 213-068 SHEET 14m5 2x 2x RAFTER- 5 A-8 8'-O' DOOR HEADER DETAIL SCALE: I/4' = 1'-0' 2'-0' 2'-0' ., 2'-0' 2� I i 6'-0' DOOR HEADER DETAIL y SCALE: 1/4' = 1'-0' 2x RAFTER (2) - 2xb's — SYP #2 WITH 1/2, PLYWOOD FIUBz (2) - 5YF 1/2, PILL (2) - 2x4 SYPr►2 .wcKsslms 51-O' DOOR HEADER DETAIL 5 SCALE: 1/4' = 1'-0' 4'-0' DOOR HEADER GDEt�IL SCALE: 1/4' = I'-0' 2x (2) SYF 1/2, FILI 2x (2) 6a 1/2' Flu 2x, LAI 3'-0' WINDOW HEADER AND SILL DEtI�iL 9 3'-0'. DOOR HEADER DETAIL 3 SCALE: 1/4' = I-W . 2x RAFTER 2x4 5YPa2 LAID FLAT AQEW � Ad �� a1d a ow 1N1oMMnp a�l� L TYSWmuf poor on /s0 Q LOW "mom .1/ / 91 / oS- 2'-0' WINDOW HEADER AND SILL DEt�IL 1 SCALE: I/4' = I'-0' R,� THESE PLANS WERE DE-516NED IN ACCORDANCE' WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECON12 GU5T OF 150 M.P.H. ' nilfL N jy m ul m O N V tr � Q v F N N m cA ? Is �LL NCrV Q Orr Ul 'v 'v v X lL ca ILL. Tom:: ;; : �•..,•. i�k.a3`3 ' O a n O d)wQ4 W �QO g � null d) Q J 4 U REV BY DATE DATE: i�k.a3`3 ' O a n O d)wQ4 W �QO g � null d) Q J 4 U REV BY DATE DATE: 11 16/05 OW BY: MBR GHK BY: F5G 5GALE: NO 50ALE W.O. NO: 2T3-068 SHEET Aw l 20 6A. x I" 5TRAP WRAPPED OVER HEADER HITI-I 0.131"p x A, 4'-O" DOOR HEADER U5E (6) 6UNNAIL5 5'-0" DOOR HEADER U5E (10) 6UNNAIL5 61-O" DOOR HEADER U5E (13) 6UNNAIL5 8'-0" DOOR HEADER U5E (Il) 6UNNAIL5 ON EACH EN OF 5TRAP 20 6A. STRAP TO WRAP UNDER DOOR HEADER TO OTHER 51DE OF CRIPPLE 5TUD 5EE DETAIL #3 SHEET A-3 FOR NUMBER OF NAILS EACH END OF 5TRAP (2) - 2x 5YP#2 WITH 1/2" PLYWOOD FILLER 5EE DETAIL CRIPPLE STUD STRAP DETAL SCALE: I" = 2x SYP#2 WITH LYWOOD R 5EE DETAIL HEADER WITH STRAP 2x4 CRIPPLE 5TUD o ° 0 0 (2) - 2x4 5YP42 WITH ° 1/2" PLYWOOD FILLER 5EE DETAIL JACK STUD 2x4 5YP#2 BOTT. PLATE PLYWOOD DECKING RIM J015T-,, BEND 5TRAP AND NAIL INTO — FLOOR J015T IF NECE55ARY TO 20 6A. x P STRAP WITH 0.131" 41) x 21442" 3'-0" DOOR U5E (5) 6UNNAIL5 4'-O" DOOR U5E (6) 6UNNAIL5 5'-0" DOOR U5E (10) 6UNNAIL5 6'-0" DOOR U5E (13) 6UNNAIL5 &'-0" DOOR U5E (11) 6UNNAIL5 ON EACH END OF 5TRAP INSTALL ALL FA5TENER5 L2x FLOOR J015T BEYOND IF A STRAP 15.,FA5TENED TO EACH 5TUD THE REWIR90 NI�MBER.OF NAIL5 MAY BE DIVIDED BETWEEN 5TRAP5 JAGIC STUD ISTRAP r� ?/aCl�i0Bt1Nf�ly 4 i � 00� SC E: I = I -O�c"WWW solve bt�� 3'-0" DOOR HEADER (6) 0.131"O x 0Z" OR (5) 0.162"P x 5V2" 6UNNAIL5 EACH END OF HEADER HEADER INITIH OUT STRAP iANOWWOND, ON, rtaws.,. 1pllni b►iioc�f► /.�� fAvftft s_ FkWL v Do I'Vx2Y2 OR 2110 x .2}2" S EACH END DER AND I HP E� AN I LL 0 P'� 1 SCALE: ►�� _ ,�-O" THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 150 M.P.H. ImoCN U g � —Q� ci �Qo�-r v gm�>U- r..DC•�P•}`1''�r 'ir fi4; � lu Z ��m 5p,n¢g` wLL- �Q�g f4-- 9<� a L 'TzmIF:i'aEWVRs� DATE: 11/I6/05 DRN BY: MBR G14K BY: F50 SCALE: No 5GALE W.O. NO: 213-O6B SHEET Awe