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HomeMy WebLinkAboutSUBMITTED PAPERSDate; Fee Due: `jQ Q Receipt# 3Permit # Cfg - m) Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. SCANNED Fort Pierce, FL 34982 BY (772)462-1553 �Ljcio- County SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Plumbing ❑ I3VAC ❑ Fence Mhed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits ^/� 1. Location/Site Address: (� / ���"�� i��!� ��� �`'�Ls ' "" c 2. Parcel ID Number: l�l4iA-AJ R.ly ft f S7-t" (a f)N I 0R ' ijL(L (,b I 36 f av OF 1-8 T-3 1 Of�lice Use Only Section Township Range Map Page Zoning an Use Initials 3. Complete Description of Project or Work: 'A S7 i} L.L T L i i`I S 4. Owners Information 5. Contractors Information Name: ® V „ 104-+d S§ £- I FL Reg/Cert #: Address: ®�� Py �� County Cert#: city:. �j'I State: �L— Business Name: Zip: ��j Phone:'AW- �` D?OPhone: Fax: 6. Value of Construction: $ �LI(�� �00 OWNERS AFFIDAVIT: I certify that all of the information contained in this appli 'on is correct that all work will be w ,, compliance with all a}'plicable laws regulating cons a and o in PRINT OWNER OR CONTRACTOR N SIGNAT F OWNER OR CONTRAC R o STATE OF FLORIDA, COUNTY O amix�c �-Doo 1 ACKNOWLEDGED BEFORE ME THIS DAY OF 0 BY 2 9 � tPRDICED WHO IS PERSONALLY KNOWN TO ME OR WHO HAS AS ENTIFICATI ii � a' r70�r t� (seal) Id'NXTUPOOF OTARY typttR PRtT NAME OF NOTARY 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: FAILUF r RECORD;"A NOTICE OF COMNIENCEIVIENT Y. RESULT IN YOUR PAYING TWICE FOR IMPRO'': a ENTS TO YOUR PROPERTY. IF YOU INTE' ,.-a"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 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and. address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor, license number and the name of the business doing the work. 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 t , ❑ 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 FM 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 Coyn.�-,,, FL Page 1 of 1 PROPERTY RECORD CARD Michael K Russell Record: 1 of 1 <<Prev , Next>> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 1111CAMM12� ParcellD: r3i52':6`08fi2;tJ0, G,y Sec/Town/Range: 12 :36S :40E Account* 38660 cat <' Map ID: 34/12S Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Michael K Russell Elizabeth T Russell N©lAN bER 8 LOT 30 A D N 162 1 Address: 6013 Papaya Dr S {,• R 9= 076. 54 4T Fort Pierce FL 34982-3771 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 58500 Land Value: 10300 Acres. 6/1/1987 3000 01 CV 0544 / 2474 Assessed: 58500 Building Value: 48200 7/1/1986 48000 00 CV 0509 / 1076 Ag.Credit: 0 Finished Area: 1800 SgFt 10/1/1979 3500 00 CV 0319 / 0122 Exempt: 33500 12/1/1976 1400 01 CV 0262 / 2489 Taxable: 25000 Taxes: 571.83 BUILDING INFORMATION 0➢BR (3001 .10 IAiP .,JM7 is ro ,e e Exterior Features View: - RoofCover: TN - Metal RoofStruct: GA - Gable ExtType: HC- -HC- YearBlt: 1980 Frame: - Grade: C- - C- EffYrBit: 1980 PrimeWall: WS - Wood/Sheath StoryHght: 0020 - 2 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: WP - Plaster FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DWC - Driv-Concret Y 1 1100 AV AV 1980 1 0100-SF Res 215 -Front Ft FEN4 - CHAINLINK4' Y 1 120 AV AV 1989 FNW6 - WOOD FEN 6' Y 1 180 AV AV 1989 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/Prc.asp?prclid=340261005620003 7/26/2013 St. Lucie C �!y Building & Zoning Department 2300 'Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER 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 workers' compensation for that employee, all as prescribed by law. Your construction must comply with all appl' ordinances, building codes, and zoning regulations. Initi I understand that the building official and inspectors are not there to design or give advice on how et 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. Iniiial— 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 h 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 re e i al cost, which could include loss of wages during recovery from their injury. Initi I 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 Departm nt to the Florida State Department of Professional Regulation. Signed and ac wled don this day of 5 of20 Own9 Builder Signature f STATE OF FLORIDA COUNTY OF The foregoing -instrument was delmowledged before me this day of , 20,, by ► who is personally known to me, or who has produced as identification. S ature of Notary Wt-Type or Print NaAne of Notary (Seal) Title: Notary Public Co AUDREY B. HUMPHREY ?:= MY COMMISSION N EE 061159 EXPIRES`. March 6, 2015 S AP�C Bonded Thru Notary Public Undergiters 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, J l JNA JU 21VX . E S'tA-TrS L) fil T Oq — J, (ocV- gg' j b i 30 J'AWMI r/Z UT-3 / (Parcel Id#/Legal description/ r ) ' (a0 f 3 FIA-M Y 14 D' L) , _r027— PI UM 65—i ft 3 U S F-Z 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. i 6 /fC "/ . /(�SS £ Proper70wnej;,Name (Please Print Property er Signature Date STATE OF FLORMA, COUNTY O ACKNOWLEDGED BEFORE ME THIS t�� DAY OF 20`� By/V (CVj'4�/ -- Jp/S9P�� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. U u 0*GA"FNb'rAR?ffMi:ic-v TYPE OR PRqr NOTARY COMMISSION NUMBER (SEAL) o;VpYP i� AUDRE`t B. HUMPHREY PRV MY COMMISSION # EE 061159 XPIRES: March 6, 2015 EO Bonded Thru Notary Public Underwriters SLCPDSD Revised 08/24/2010pf Fy�:P' FILE copy ) ZO MIN SETBACK REQ. " as' SIDES i CNR SIDES REAR zw4L TECH. Applicant has been advised NO structures can be erected within any easement or right of way unless approved, Applieem InM" ; .a 6 =;r it)i LV )V 1 I : V! YRiS :y IlD JiSVVDf L6nr, DUILUCnO t�t.)vv it vv i STATE OF FLORIDA FILE Copy DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" CHARLIE CRIS i THpMA$ G, PELHAM awmmw Sea stary October 19, 2010 Robert Moore Lark Builders, Inc. PO Drawer 629 Vidalia, GA. 30475 RE: Manufacturer Certification, ID MFT 114; Expiration Data. December 16, 2013 Robert Moore, It is my pleasure to inform you that Lark Builders, Inc., located at 409 Dixon Street. PO Drawer 629 Vidalia, GA 30475, has been approved under the Manufactured Buildings Program, as provided for under Chapter 653, Part1, Florida Statutes, to manufacture 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 Perry Agency is a contractor for the Department and has statutory authority and responsitA tles 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 been reviewed, approved and Indicated (on the cover sheet of the plans] for compliance with -the code by your Third parry Agency for plans review. Please ensure that your plans are in compliance and are property posted on our website. All site -related installation issues are subject to the local authority having jurWicdm The Department's contractor will make unannounced visits at least once a year. You must grant complete access to your manufacturing facility and records to maintain 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 SCiS (www.fIoridabutidinM_M) for online renewal. If you have any questions you may contact me at 850410-1566 or our FAX at 850-414-8436. Please visit our website at www.fiondabuilding.otg to see valuable information on the Florida Manufactured Bindings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robe WLorenzo Manufactured Building Program cc: National Design and inspection, Inc. 2556 SHUMARD OAK BOULEVARD ♦ TALLAHASSEE, FL 32390.2100 850-488-8466 (p) 6 850-921-0781 (f) ♦ Website; www dca.state.(t.us. • COMMUNITY PLAkM19G d6Q4M2758 (Di !SD-4It1. DO fq • FWAIDA CON WNME! TRUST 060•972-2207 (D) SX42'0747 tf) NOUSNG AND COMMVNITY DLNELOPVEOT OW4ea•79M (p) am-W.W3 (1) Customer r( IlS 5 ei� Address Eo l 3 PA-Q�6- The Shed Shop 5990 S. US 1 Ft. Pierce, FL34982 Tele: (772) 4894040 Phone 3O • SLO Model A- Lf Size Door to D it Oo(/L Windows Wall Color Trim Color LjRoof Color Electric s25 Swgzik.. aber 67?' Base Price Other Sub Total z L�'.g •_ Tax �v Total �' C— Deposit 5­0 a Balance Due Includes delivery, level and anchors Buyer agrees to purchase the merchandise above at the price stated and to accept delivery thereof and to make payment of the unpaid balance due no later than at the time of delivery. The deposit made by the buyer shall be applied against the purchase price of said merchandise, however, should buyer fail to accept delivery or pay for merchandise at the time of delivery, the Shed Shop may retain buyer's deposit to compensate for expenses incurred in connection with this sale andmerchandise shall be returned to the Shed Shop. All deliveries dates and times are subject to change due to production, weather, and traffic conditions. Warranties: All warranties are issued by the manufacturer or supplier of the merchandise and the Shed Shop provides no additional warranties. *All quotes effective for 30 days. All state and county permits as well as code complia)(ce is the responsibility of the buyer. Buyers Signature Date N 10 n-I 311 G' GALVANIZED CAM TIC DOWN ENGINEERING PART I5155G (OR EQUIVALENT). TIGHTEN TO 500 LBS OF TENSION MINUTE MAN MMA-10 OR EQUAL W/ SAY SMAPSON TITEN OR WEDGE -ALL EMBEDED 3' MIN. INSTALL A MINIMUM OF 4' FROM 5LA5 EDGE. T, 311 G' GALVANIZED CABLE TIC DOWN ENGINEERING PART /5155G (OR EQUNALCNT). TIGHTEN To 500 LB9 OF TENSION USE tm vI G' GALVANIZED CLAMP -- TIC DOWN ENGINEERING PAKP '-' I53eOG (OR EOUIVALENT11 " 3P GROI 4• HELIX 5/6' DLA X 44X GROUND — SINGLE G' HELM (MOM (w Chw POR Typical Details for Concrete Installations (2) - SIMP90N My Q ) 4' O.C.' 130RWh) OR "Srtw Q 10 O.C. (I 50 I GoniptO RU BASE T MM W& DNA. THRLI BUT WITH 2' WA5HEK A449 GALVANIZED OR EOUNALENf SJ& Di,46 X 40' G1tOUN0 ANCHOR WITH SINGLE C HELIX (MODEL I590GO) 130 AND 150 MRA WIND 20NE: 5/B' DUI. X 4 YATH SINGLE C Ham IMOOEL I590G5) I GO MPH WIND ZONE - (SEE CHART FOR QUAmTffM5) �(2) • 51MP90N'H3' A 14.O.C. (I'16 130m►h) OR IF Q I C O.G. (ISO•IGOI .IAND(1) 1MWLAG BOLT THRU BASE PLATE VWDIA THRU BOLT WITH 2' WASHCK /W49 GALVANIZED OR COUIVALENT O Mm WNN Au".. ,q,�. "f SW DIAM.- X � SK ; NATM 51NGLE G• HELD! (MODEL 059 ftm pw 130 AND 150 MPH WIND ZONC- r N WITH SINGI.0 6, HELM M40M 8550G5) I GO MPH WINO Z - SEE CHART FOR OUANTmES) HILTI KVAK BOLT MIN. I(P DIAM. a4 5TUD5. 5EE RAN5 FOR 5rAC1W BE A 5.5' MINIMUM EMDMENT AND A 1.75' MIN. EDGE D15TANCE. WACC 4 P.T. BOTTOM PLATE ANCHORS AT T4? O.C. rC% C-P To 1 O-G' BUILDINGS, W-O` FOR 1 O-P TO 141-P BULDING5 Typical Anchoring of a Ploorie55 Buildings to Concrete 51ab Detail DESIGN PARAMETERS 1. NAND DE51GN PER As" 7-10 2. DESIGN WAND SPEED - I I OMrM - 13CMFM -150 MPH -160 MPH 3. WIND EIQOSURE CATEGORIES: I I cknph: B. C s D- 130"h: B. C 4 D- 150mph, B. C 4 D- I GONIPh: 5& C 4. NAND IMPORTANCE FACTOR 11.0 S. ENCL05RE UCLA5511'CATION, ENCLOSED G. DE51GN MEETS INTERNATIONAL WILDING CODE 2009 ,rl�RJOA BOttDIMG CADI ZO(Q.r GENERAL NOTES I . DC54H /cat MIN 2.500 PSI CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3 150 be. AND AN ULTIMATE LOAD OF 472560. 3. HELICAL ANCHCNLS FOR I GOmph WAND ZONES MUST MEET A MINIMUM WORKING LOAD OF 34N �. AND AN ULTIMATE LOAD Or 5200 bo. 4. ANJHM MUST 5C IN5TALIED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAU5ED UPON I1,15TAUATION WILL VOID ANCHOR AND MUST BE DU' CJ RDm. 5. CONTRACTOR SMALL VISIT THE Sin AND THOROUGHLY FAMILIARIZE TMONSEL P WITH MOTING CONDITIONS. CONTRACTOR 15 KESFONSIBLE FOR MEETING SOIL CIASBIFICATION POR SIZING MEULAL ANCHORS PER MANUrACTURE" REQUIREMENTS. G. ONE ANCHOR SMALL BC RACED AT EACH BUILDING CORNER WITHIN I r OF CORNER a. ANCHOR MUST BeN'"THE SITE SOIL CLA59� WHICH RACED HEU�AL RCOUKEMENT5 W5TANCES APART ERE SET. EACH OTHER. S. USE TIE -DOWN ENGINEERING (OR COMPAKABLO 1 /2' X 3P GROUND ANCHOR WITH 51NGLE 4' HELIX OR 51& DIA. X 40, AND AW GROUND ANCHOR WITH SINGLE W MCLDi 10. FOR I Goo" WIND ZONES USE TIE -DOWN ENGINCERJNG TOR COMPARAaW MOM / 59090 3H' DIAM. v 3P WITH A DOUBLE 4' HELIX (USE IN SOIL CW5M 2) OR MODEL 159250 SW DIAM. 30' WITH A 6' HELIX AND A 4' HELIX 03E IN SOIL CLA96ES 3") ) I . INsTALLATION OF THE ANCHORS MUST MELT ALL AT REMIREMENTS A55PECIRED BYTIE DOWN ENGINEERING, INC TO INCLUDE REOUIREMENT51N5 FOR SPACING AND 51TE SPECIFIC SOD. CONDITIONS 12. MAYIMUM STRUCTURE HEIGHT 19 12 FEET 13. NUMBER OF ANCHORS LISTED IN AMC" SC HEDULE ARE THE MINIMUM MINIMUM RED NUMBER Of ANCHORS TO RUN DOWN EACH 510C WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUIUOING WOULD BE 2X THE NLpeER-LISTED IN THE SCHEDULE) C� '•, •.fi �f�S,� ��� r 140. 64/5Z558 DESIGNED FOR, LARK BUILDERS 409 DICK50N STREET VIDALIA. GA. 30474 PROJECT NUMBER: 12EN22A DATE: April 12th, 2012 OBI. 2A BLOCKING REQUIRED FOR mRu BOLT ATTACHMENT, OBI. 2x& BLOCKING REQUIRED PoR THIIIU BELT ATTACHMENT. Haney Associates, Inc. Engineering Se C*nStrnetlon P1ann1h P.(LMa 34 Str Kk IC. 29M . Floss U"*711Bt AM: U"WIM l4 160 mph - Metal Lapsider Box Eave Shed Master Plan GENERAL NOTf5: I . THIS STRUCTURE WA5 DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE. WIND LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-10. 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 DIMENSION. 4. OUT5IDE OVERALL DIMENSIONS CAN VARY BETWEEN UMLT5 SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. S. LUMBER USED FOR CONSTRUCTION S TAU. BE AS FOLLOWS: FLOOKJOL5T5- 2x45.Y.P.12-(I2-15%MOS7URECONn2M 2x6 5.Y.P./2-(12-15% MOISTURE CONTW 2s85.Y.P./2-(12-15% MOISTURE CONTENT) G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: SKIDS. FLOOR JOISTS AND 3/4' T4G FLOOR SHEATHING 7. TRU55 DESIGNED TO SUPPORT D.L.+LL-30 P.5.P. S. HANDICAP ACC✓=55 TO BUILDING S HELD INSTALLED BY OTHERS AM SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32.000 PSI MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPL®, SEE FBC 1507.2 FOR SHINGLE RCQUIREMEW5. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACWREk5 RECOMMENDATIONS. 11. ROOF RAFTER5 SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 12. ROOF SLOPES BETWEEN 2.- 12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE Wnli SECTION 1507.2.8 OF THE F.B.C. 2010 13. ANCHOR5 SMALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THIS S NOT A FOUNDATION DESIGN. 14, BUILDING S CLA551RED AS TYPE 5' (5TORAGE) 15. ALUMINUM WINDOW5 - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 16. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 17. MANUFACTURER INSTALLATION STANDARDS SMALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAINING5 TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20. OPTIONAL WERIOK WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4' LAP ALUMINUM. 518- P.T. T 1-I I SIDING. VINYL SIDING WITH ENERGY BRACE BACKER. HARDI BOARD, STEEL SIDING AND TLEKO' 5TUCOD ON S/8' DENSE GLA55 GOLD AND POLYCARBONATE GREENHOU-st PANELS 21. ALL DOORS SHALL BE ABLE TO Be OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. Haney Associates, Inc. Engineering & Construction Planning �A tv31S8hi1MGGlf6n-PLr:INf1L7(w Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index six Cover • General & Design Notes SIA Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan S1.3 Skid and Floor Framing Details S1,4 Openings Schedule & Framing 51.5 Roof Framing & Schedule S1,ti Typical Frame Section Details S1.7 End Wall Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 I /W x 1 1116' ALUMINUM EXWDED FRAME WITH AN ALUMINUM PANEL INSECT. ALUMINUM TRIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOOR5 04CUJOE DOUBLE ALUMINUM DOM. GARAGE DOORS, 60' x 72' ALUMINUM DOOR, 32' AND 48' SINGLE DOORS. AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED D0095 THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF D0095 U5TED ABOVE 25. MAXMUM WALL HEIGHT TO BE b-0' 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED MR EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCF55ORY BUILDING FOR A ONE OR TWO FAMILY DWELUNG UNDER 400x1.R.) ML15T HAVE ATLEAST (1) 32 xW (MIN.) DOOR 28. ROOF FRAMING AND WALL FRAM 14G TO BE 3 P METAL STUDS SPACED AT A MAXIMUM Or 24' O.C. These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I GO m.p.h. DE51GN PARANIfTER5: (HIP -GABLE ROOF) 111A D DESIGN MR AXE 7.1 O, 5E5MIC DESIGN PER AI5C 341-051 I. WIND 1.0mp1: I, IMPORTANCE 2. WIND IMPORTANCE FACTOR; 1.0 � 1 (�(„ 3. WIND EXPOSURE: C A ffmaday� 4. INT. PRE55URE COEFFICIENT. 0.16 t 5. ENCL05URE CLA551PKATION: ENCLOSED Molehrl4WLgl G. COMPONENTS AND CLADDING. -ROOF LOAD (ZONE 111). +21.4/-03.8 P5F 4 t" LOAD (ZONE 02): +21.4/-61.7 PW 1WMdM11) -ROOT LOAD (ZONE 43): +21.41-97.4 PSF -WALL LOAD (ZONE 14): +45.51-49.8 P51' -WALL LOAD BONE /5): +46.3/-58.5-P5r -WALL LOAD (ZONE 14415): +45.91--54.2 P5F 7. FLOOR DESIGN LIVE LOAD: 125 F5F 8. FLOOR DESIGN DEAD LOAO: 12 PSF 9. ROOP DESIGN LIVE LOAD: 20 P5F 1 GH O. ROOF DESIGN DEAD LOAD: SELF WEIT 1 1. WALL DESIGN LOAD: 8 F5F 12. COMBINATION LOADS: AS PER A5CE 7-10 13. SEISMIC USE GROUP: B 14. BUILDING CATEGORY- I 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE 16. CONSTRUCTION TYPE: V B 17. ALLOWABLE FLOOM T 16. EXTERIOR WALL FIRE RATING: 0 19. DESIGN OVERHANG: 8 INCH 20. DESIGN MM75 INTERNATIONAL BUILDING CODE 2009 # FLORIDA BUILDING CODE 201 O 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY YAM THE FOLLOWING CODS: -20 1O FLORIDA BUILDING CODE -20 1O FLORIDA MECHANICAL CODE -20 1O FLORIDA PLUMBING CODE -2012 FLORIDA ACCE55OMW CODE -2009 INTHLNATIONAL BUILDING CODE THESE BUILDINGS ARE 0TMPT FROM THE THE 201 O FBC ENERGY CODE IN ACCORDANCE WITH 101.5.2 SITE INSTALLED TTEMS: THE C.OMPLI:TE FOUNDATION 5LIPPORr AND TIE -DOWN SYSTEM. 2. RAMP5, 5TAIR3 AND GENERAL ACCESS TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDER5) TO THE BUILDING. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND K318.6 NOTE: THIS UST DOES NDT NECE55ARJLY LIMIT THE ITErLS OF VXWK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. NbetY@px1u+1A.011M t�wm�eb NW rd s/opM foewa M ASYrrs M h IdoiMeep VAW Mew RW RIM1101 ft"01 A" iba NDI "APPROVEDn DOCUMENT o9Jo1/►a Single Wide Metal Master Plan DeslscdBr Pwj-Ilq- D.IILM " &nM Sheet Number. S Lark Builders 409 Dixon Street C wd" By: one ■O Walla, GA 30474 C-LA. 0�09/12 1 of 7 ELECTRICAL NOTES: I . WHEN AIR CONDIT•ONING 15 INSTALLED IN Th15 BUILDING, I- SHALL BE THE MPON51BIU-Y OT TF'f: HVAC CONTRACTOR AND E-ECTRICAL CONTRACTOR TO VERIFY Vn?E AND 5REAKER 51ZE5 POP ACTUAL HVAC UNIT(5) II.I5TAL.ED AL[ 'AIP-MG -O BE IN ACCORDANCE WTH THE NATIONAL ELECTRIC COOS LATEST EDI-ION. 2. FLDaBLE CONDUIT FOR UGn FIXTLRE5. 3. EACH CIRCUIT 15 TO 1AVE CONT'NJCU5 50LID COPPER INSULATED GROUND WIRE CONI-Ir.CTED TO EOUI?IdE\T GROJND BAR IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAK It, MAIN DI57R18LTIO\ PANE 15 TO BE - GROUNDED TO MININIUM 10'-0 COPPER CLAD `ARTH DZIVEN ROD WITH GROUNDING CLOMP AI"RO'!`D POP D'REC- 5t;kAL. 5. ALL CONDUIT TERMINATION'S OF I OR LARGER ARE TO 1AVE PLA5TIC INSULATED BU5HING5. 6. ALL ELECTRICAL WOZr,15 TO BE IN ACCORDANCE V✓ITH THE NATIONAL ELECTRICAL CODE (NEC), U¢ 5APETv CODE (NFP,q 10';, LATE5T EOITIONS. 7. HVAC EQUIPMENT 5HALL BE .'ROVIDED NNTP READILY ACCE5518LE DISCONNECTS AD.:AC`-NT -0 THE EQUIPMENT 5ERVED, A UNIT 5'MTCH WITH A MARKED'OP� P051TIO\ TrfA' IS PAR OF -HE HVAC EQUIPMENT 5f'ALL 9E PERI.4ITTED AZI THE JI5C0NNfC ING MEAN5 ONLY "ERE OTHER DI5C0\NEC-ING MaAN5 ARE AL50 PROVIDED BY A READILY ACCE55•B-E CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING -FE ELSCTZ!CAL 5 5-EM -HE INTERRUPTING RATING OF THE MAIN BREAsIR MU5T BE DESIGNED AND vER PIED AS BEING IN COMPLIANCE WTTH SEC. 110.9 OF THE NEC BY A LOCAL ELECTRICAL CCN5U'LTAN-. 9. THE MAIN ELECTZIC.AL PAVE_, r2EDER5, PCR'ER HOOKUP _0 BJI_D•NG (INCLUDING ALL 015CONNECT5, OVCR CURRENT DEVICES, PANELS, GROUNDING, 5TC.) 5 DE5IGNED 5Y OTHER5, 51TE 1145TALLED, 5U5JECT TO LOCAL JJRISUICTION APPROVAL. 10. ALL WIRES TO SWITCHES Af:D OU-LET5 TO BE 6 ! 2 AV✓C THHN AND WILL MEET THE COLOR CODE REOUIREM:NT5 5ET FORTE IN THE VFPA 70, NATIONAL ELECTRICAL CODE. 11. ALL ELPCTRJCA; CLTLT5 5H.ALL 3E GFC+ IN ACCCRDANCE'MTP. ARTICLE. 121 0.6(A)(2; NEC-0e. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 Incandescent Light w/ (1)-60w Bulb $ Junction Box Switch WP Weatherproof SR ;Switch w/ Receptacle Outlet 120v 10 WINDOW HEIGHT, LOCATION 32' MIN., 60' MAX. WIDTH Approval Stamps: ' ! AND QUANTITY MAY VARY 24' N �BY 6'-8' HEIGHT DOOR, AND ARE OPTIONAL S' MAX. : LMAX• U \� LOCATION MAY VARY. J Ap 3k' METAL 5TUD5 SPACED AT 24' O.C. MAX. N—F.T. 3/4' T$G 5EE VARIOUS ENO FLOOR SHEATHING i WALL FRAMING 5EE V'ARIOU5 END WALL �y SECTIONS FOR WALL PRAMING 5ECTION5 FOR AND WINDOW FRAMING. WALL AND DOOR FRAMING. f I OPTIONAL ELECTRIC TO 32' MIN., 60' MAX. WIDTH EACH UNIT FIELD BY G-8' HEIGHT 0002, CONNECTED FROM v LOCATION MAI VARY. EXISTING POWER SOURCE TO UNIT 50-0' MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL .AND LOCATIONS MA'! VAR". Typical Floor Plan SCALE: 1/4O I'-0, These Plans Were Designed in S__ Ingle Wide Metal Master Plan Duig„a)3y: Pro;ea]Va She -et -Number: Haney Associates, Inc. i Accordance with the 201 O Florida Lark Builders 0111. 12EN2U 409 Dixon . Engineering & CoNq, netruedon Pianntng Building Code for a Wind Sr� eed of "' P.O. m ySh Mk S.C. H60. Plu 36"s&V600 r xon Street Chxked By: Due: Vidalia, m.p.h. Vidalia, GA 30474 C.L-A. 04/l14/12 - 2of7 - SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 1 125 psf Live Load (3 Skid) VVIdthl Joist SlzeBSpacing A B Width Joist SIzeUpacing A B 6'-0" 1 2x4's aQ 16" O.C.. Max. 15' 1 42" 6'-0" 2x4's ® 16' O.C., Max. 12" 24" 8'-0" ' 2xVs @ 16" O.C., Max. 18' 60' 8'-0" 2x6's ® 16' O.C., Max. 16" 32" 1W-0" 12x6's ® 16" O.C., Max. 24" 72' 10'-0" 24's ® 16" O.C., Max. 11'-0' 2x6's ® 16" O.C.. Max. 24" 84" 11'-0" 2x6's ®16° O.C., Max. 111-8' 2x6's ® 16" O.C., Max. 28" 84" 2x6's ®16' O.C., Max, 126*5Z' 13'-0' 2x8's ® 16" O.C., Max. 36° 84" 13'-0" 2x8's ® 16' O.C., Max. 131-8' 2x8's aQ 16" O.C., Max. 40" 84" 13'-8" 2x8's ®16' O.C., Max. •RMNeRS WILL MEET ThE MINI`ALIM R=OL; REM"YT5 POP. ALL 5TRUCTJRAL COMPONENTS AS SET FORTH UNOCR FBC 2304.9. 1 A.VD TABLE 2304.a. , JNLP55 OTN=RW15E 5PECIP ED. • ALL SKIDS ARE P.T.-4x6 5.y P. #2 O[ (2)-P.-.-2xG 5.Y.P. 82 • 6'-0' WADE UNIT5 MA`.' U52 2.4 5."T #3 JO15T5 • ALL J015T5 ARE TO B_ P.T.-5.Y.P, k2 P.-. AIL 510E RAIL-0 NIX-CH JOIST SZE, 5`E FitANA NG i i IN . . . . . . mill III iy> ica. 2 5kid Flco- �:ramirq Plan :';k:E: I.W- 1 _0' See 5CHFDU_ POR -C)15T 5¢= Li ME 5CNEDU*-_ FOR _015T 51Z° .A. P.T. 50E RA'L TO MATCH JO'ST SIP, 5`E FRAMING Typical 3 5k:d Flcor Framing Plan SCAa: I i4' - 1 '.0' Approval Stamps: - I These Plans Were De51 ned in Sheet NumUer 9 Single Wide Metal Master Plan D,.,�eBy: e�;�rro. Haney Associates, Inc. i Accordance with the 2010 Florida Lark Builders BuildCode o.M i2WZ24 Engineering ae Cc.natructlou PL•nning ing for a Wind Speed of S ■� P.O. 6"" W,$i. IIW,SC. SM03-A,,,"r.�64W6+6pp I 409 Dixon Street Choked By. Dacc 160 m.p.h. Vidalia. GA 30474 C.LA. 004n2 Appitiva! Stampa: __ 36'- 20 a. METAL WALL STUDS SEE PLAN VIEW FOR SPACING ---- -- 5KID5 MAY BE P.T.-4x6 5.Y.F. SLY FRAMING SCHEDULE /2 OR j (2)-P.T: 2x6 5.Y.P. /2 0pqy FOR JOIST 51ZC CONT 10 a. MErAL 5 W1511 x4C G LAGS ' ATTACH EACH STUD TO SOLE ` i AT 16' O.C.. Max. S PLATE WITH (2) 110 5LlF T. 3/4' TiG FLOOR DRILLING GRABBER 5CREW5 SHEATHING (1) INTO EACH FLANGE. SENCO K29 (OR E0L OTCh 5KID5 IJJ- I IN NAILS AT 12.O.C.• ROWS POP EACH FLOOR J015T SHALL BE 1.5' FROM EDGE. STAGGER ROWS G' FOR - - - - - (2)-P.T.-5.Y.P.-2x69 5KID5, START PATTERN WITHIN 6' BLOCKING BETWEEN OF EACH END OF SKID 2x4 BLOCKING BETWEENSKIDS, FASTEN TO CND` 'KIDS. FASTEN W! JOIST W/ (3) O. 120k3' - (2}0. 12053' NAILS AT - NAIL5 AT 12' O.C. E4CI1 12. O.C.• STAGGERED. SIDE, STAGGERED. i 5 F1. 9 FLAMING DETAIL 9TI�+vi �} 2 EN�Dp ��pp��ggT FRAMING�ETAIL i t �3JGlT3'I PA + 5FJD5 MAYBE P.T.-4x6 5.Y.P. 02 OR (2)-P.T: 2x6 5.Y.P, 02 * % 2' LAP 5PUCE FASTENED ') W! (6)-5/16Y4' LAGS P.T.-4x6 5.Y.P. (OUTER FACE). (3)-5/ I G14' /2 SKIDS LAGS ONNER FACE). (9) LAG ' ATTACH J015T TO SKID WITH SCREWS TOTAL. 5/1 G-X4- LAG SCREW OR (2) 51MP50N H-3 (OR EdUAU AT EACH END OF J015T, SLY FRAMING SCHEDULE FOR SIZE. 3 4' SPLICE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN NOTE(2)-P.T: 2x6 EACH PLATE W/ (5)-5ENCO : ATTACH END JOISTS TO SKID WITH(2)-5/16'x4' 5.Y.P. #2 KIDS K241 (OR EQUAL) NAILS LAG SCREWS [OR W-0.131 x4' GUN NAILS] AND A EACH SIDE. r :'1G� SIMP50N H-3 [OR EQUAL) AT EACH END OFJ00,T. -J-GLIt �'-.�t'•- ' �e ' J. 6 1 TYPICAL SKID TO 666 } , � 4 !RF-��� NECTION DETAIL 5 ICA 'KID SPLICIN�DETA1r, oZ�JTS':I+� WILY These Plans Were De51 ned in - -` _. g S n�le Wide Metal Master Plan Dex;QnedEy: Project No. sh�cNumlxT: Haney Associates. Inc. Accordance with the 201 O Florida Lark Builders OJUL 12EN224 "s Engineering & C'0n3lrnet10n P1-nnI g BuildingCode for a Wind S eed of S 3 �ar.saL a.ya.acntu.��ssw+tta p 409 Dixon Street CLucredBy, Dar - Vidalia, m.p.h. Vidalia, GA 30474 C.I.A. 04/W2 — -- _4.of7 ROOF FRAMING SCHEDULE 'Wall Framing at 24" o.c., Max. tWidth Rafter and Brace Size and Spacing: ti'-0' 3Y'-20ga. Metai ® 24" O.C. Max 8'-0' 3Y'-20ga. Metal @ 24" O.C. Max 10'-0" V2 -20ga. Metal ® 24" O.C. Max 11'-0' I U2 -20ga. Metal ® 24" O.C. Max 111-8' Vi -20ga. Metal @ 24" O.C. Max 13'-0' 3 s -20ga. Metal ® 24' O.C. Max 13' " 3y'-209a. Metal ® 24" O.C. Max SCHEDULE AND ROOF FRAMING NOTE5: • ROOF FRAMING SHALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL STUDS MR PROPER LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.6 • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FEC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • RIDGE MAY RUN IN THE SHORT DIRECTION TURNAROUND' STYLE WITH A MAXIMUM GABLE END OF 30-0' AND 51DE WALL5 THAT VARY 6'-O' TO 13'-B' OR THE LONG DIRECTION STANDARD' WITH GABLE ENDS THAT VARY G-O' TO 13--& WITH A MAXIMUM SIDE WALL LENGTH OF 501-0'. • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH 1/4'- 14 a 3/4' HWH TRAM I AT 6' O.C. - 20ga. METAL RAFTERS BRACING. SPACED AT D.C.. MAX. LINE UP Mt9 TO LAND ON WALL Z FOR LOAD TRANSFER L 50-0' MAXIMUM BUILDING LENGTH r Typical Roof Frammq Plan SCALE: 1/4'- 1'-0' '4PProval,Stamps: ~ �NAL U Haney Associates, InC. These Plans Were Designed in Accordance Single Wide Metal Master Plan DesignedIiy: Pro;«LNO. sh�x�;t;cr it Engineering Construction Plannlne nae..w s+..B.ac a�a_.•..Gk•sK,a. l i with the 201 O Ftonda Bulldln Code for a Wind Speed of 9 p Lark Builders 409 Dixon Street o.LLx ,z>xn4 c A S `'F 160 m.p.h. Chmkeas . Dim r . Vidalia GA 30474 CL-A. 04W2 2 I!2' x I/2' CORRUGATED ROOF PANELS FASTENED 31t�'_20ga METAL COLLAR TIE, 4'-0' WITH I/4'-14 x 314' HWH LONG, ATTACH W! (2) II O SELF TRAXX/I AT G' O.C. DRIWNG GRABBER SCREWS EACH SIDE i SEE ROOF FRAMING 3K'-2Qga. METAL STUD5 vq5 y SCHEDULE FOR RAFTER5 SPACED AT 24' O.C. MAX. p K W-203a. METAL BRACE AT O SEE ROOF FRAMING 3'-0' ABOVE FINISHED FLOOR, Q ti SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/ (2) F e REQUIREMENT5 I 10 SELF DRIWNG GRABBER Q � O` SCREWS, (1) INTO EACH FLANGE SEE 51.2 FOR SKID AND FLOOR FRAMING 2 112' x 1/2' CORRUGATED J PANS (FASTENED W/ 484— I I x t4 IN WOOD SCREW AT G' O.C. (OR EQUAL) VARIES, G-a to 13'-8' Typical Frame 5ection SCALE: 1/4'=1'-0' ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH 1/4'-14x31WhWH TRA)OVI AT 6' O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING 512F5 AND SPACING 3Yi'-20g' MEAL STUDS SPACED T 24' O.C. MAX. jr-3NOVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH I/4'-14 x 3/4' HWH TRAM AT 6' O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING 51ZE5 AND SPACING 3ct'-204a METAL STUDS SPACED AT 24' O.C. MAX. 2 RH G-OPTION DETAIL 1,-a These Plane, Were Designed in Single Wide Metal Master Plan DeAg Ally: PmjxtNa - = ! Haney Associates, Inc. Accordance with the 2010 Florida Lark Builders O.R.H. 12ENnb4 -a5 Engineering & Conatrucdon Planning Budding Code for a Wind Speed of 409 Dixon Street.n_ "I TA. 4N M5h.V 4Sr—MU-ft—A4NL76W I 160 m.p.h.�L;y L Vidalia, GA 30474 c.ia. oalnanz _Approval Stamps: - i i i o............... r- �I la 4���caNAL .E~G`e, Sheet Number S'1.5 60(7 V METAL BRACE AT 3'-O' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD Wl (2) k10 SELF DRILLING GRABBER 5C REN5, (1) INTO EACH FLANGE End Wall Framinq Option SCALE: 1 /4'= I'-O' e- x I!L' (ARRUGATED ROOF ELS FASTENED WRH I/W-14 X 4' HWH TRAM I AT G' O.C. �' - 20ga. METAL BRACING, - ACH EACH END TO STUDS W/ 110 SELF DRILLING GRABBER tEWS, (1) INTO EACH FLANGE 51.2 FOR SKID AND FLOOR — FRAMING WALL OPENING FOR SIDE WALLS ARE TO BE FRAMED SIMILAR TO THOSE SHOWN HERE FOR ENDWALI5 - 2-1/2' x 1/2' CORRUGATED ROOF - PANELS FASTENED WITH 1/W-14 X 314' HWH TRAM I AT 6' O.G. VARIE5. 6'-O• to 13'-W End Wall Framinq Option - - SCALE: 1 /4'- V-0' -3K-' METAL BRACE AT 3'-a ABOVE FINISHED FLOOR, ATTACH TO EACH 5TUD W/ (2) f 10 SELF DRILLING GRA55ER5CREW5, 11) INTO EACH FLANGE i Approval Stamps: i I 8'-O' Max. 3i¢' - 20ga. METAL BRACING, 4'_a t Max. 3�Z' METAL BRAGS AT 3' O'7,ATTACH EACH END TO STUDS W/ I t3i¢METAL ABOVE FINISHED FLOOR. ' I ) / 10 SELF DRIWNG GRABBER $ ' BRACE AT 3--a ATTACH TO EACH STUD p CREWS. (1) INTO EACH FLANGE ABOVE FIN15HED FLOOR, W/ (2) 81 O SELF DRILLING ATTACH TO EACH STUD GRABBERINTO n EACH FLANGE + 1 I GRABBER 5CREW5. (1) - .. `! INTO EACH FLANGE r...... o��\G�.. .. VARIES. 6-0' to I3' 8' SEE 51.2 FOR SKID AND FLOORf� FRAMING VARIE5, 6'-O' to 131-8' �GFIt•.�i''.. OV/0 a - = ' J• c a58 End Wall Framinq Option End Wall Framinq Option �} SCALE: I /4'=1' O' SCALE: 1 /4'=1'-0' AIAL $ ( These Plans Were Designed in Single Wide Metal Master Plan DmpcdBy: Irojcallo. Shec-iNumber. Haney Associates. Inc. i Accordance vAth the 201 O Florida Lark Builders ° L c Engineering Construction Planning I Building Code for a Wind Speed of 409 Dixon Street SIX V PAL N 34 BA Yti BC. 2NO-Ph-116"W7fM 160 m.p.h. Vidalia, GA30474 Cl-A-kdmd J4�N4�/12 7of 7