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104 Sabal Palm Ct - BR08-001052 (SHED) (A)CITY OF SANFORD PERMIT APPLICATION r Application # : W — )os ?J a Submittal Date: ` Job Address: % 1: C ,--O P0,1t -, Value of Work: $ vOpg F VEDREGI I Parcel ID: lies ption of work: SI Per 'Type: u11d1ng Electrical Electrical: e #-of AMPS Zoning: Historic District: MARD Al 4-M8 Square Footage: Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair –Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) 0......................../.................................................• ....................... Property Owner: Di ve A ..- / t CL V tLCh h T1 Contractor: Address: .-JCLc,bc. R 1pt(61ct.irAddress: F :x':27 73 5- x.2;0 Phone:t(07 jo--w(Y3 E-mail: Phone: State License Number: Bonding Company: Mortgage Lender: Address Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. eAc Canefermit verifies ' n that I will tify the owner of the property of the requirements of Florida Lien Law, FS 713. Paz— r3 S gnature of Owner/A nt Date Signature of Contractor/Agent Date Owen 7). MCS. 0t<QM1,1 P ' Owner/ ent's Name Print Contractor/Agent's Name y Io e Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date f 1/ BBB M,.i .? MY COMMISSION # DD629096 S aiFr EXPIRFS: February 25, 201 I OF n Fl. Notary Dist Assoc. CO- Owner/Agent is Produced ID l .. APPROVALS: ZONING: IC UTIL: FD: Contractor/Agent is Produced ID ENG: Personally Known to Me or Special Conditions: Rev 07.07 OWNER BUILDER STATE ME NT/AFF1 DAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT FSS 489.103 Disclosure Statement 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 with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or 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 yourself within 1 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 supervision 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 applicable laws, ordinances, building codes, and zoning regulations. BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I, r_zLam, i— do hereby state that I am qualified and capable of 717theZrested construct(on Ovolved with the permit application filed. X lz::r Signature Date Form of Identification 2b IMy CONIMIRESiFeb ry° Db2p116 Must be Photo ID uy NFOFF.oP Fl. Noca*Y Diswmt Assoc. Co. 1 SW-3-NOT,11' A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 4/20/07) I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 AS LISTED ABOVE. I HAVE ACCESS TO THE ADOPTED CODES. 1 AM FAMILIAR WITH THE CODE PROVISIONS. I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE THE WORK. THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON 1 HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. I, r_zLam, i— do hereby state that I am qualified and capable of 717theZrested construct(on Ovolved with the permit application filed. X lz::r Signature Date Form of Identification 2b IMy CONIMIRESiFeb ry° Db2p116 Must be Photo ID uy NFOFF.oP Fl. Noca*Y Diswmt Assoc. Co. 1 SW-3-NOT,11' A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 4/20/07) WILDING e 'a REVIEW SHEET City of Sanford Department of Planning & Development Services P.O. Box 1788 Sanford, F132772-1778 Telephone 407.330.5673 Fax: 407.330.5679 A.CJ_uo.' 0e -10S a - Date: '_) a - o 9 PROPERTY ADDRESS: 1 04 SA,?—'A ?UVK 0(0600 PARCEL NUMBER: 0 ©1000 (attach Tax Print-out) PROJECT NAME: 0 uc, r1 l BRIEF DESCRIPTION: ex. New construction of office building; interior tenant build -out for office, perrmit to install new ground sign. Verify zoning classification: - For Signs - ROW width: Known Development Order conditions including but not limited to DO's, CUP's, Variances, Rezones: 0 TADevelopment Review\03-Land DevelopmentWaster Copies\Building Plan Summary Review Sheet.doe Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/web/re_web. seminole_county_title?parcel=02203 05 GJ00000660&c... 3/12/2008 DA91aJok!?40P" FA; ASA. PROMPE R MERP i 00a8as:- c BEi81NOLE DQUMY FL 1'101 E FIRST sT, 9AI+FF0a20y FL'323'it-i 468:".. 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 02-20-30-5GJ-0000-0660 Number of Buildings: 1 Owner: MCLOUGHLIN OWEN D Depreciated Bldg Value: $91,170 Mailing Address: 104 SABAL PALM CT Depreciated EXFT Value: $412 City,State,Zipcode: SANFORD FL 32773 Land Value (Market): $24,000 Property Address: 104 SABAL PALM CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE VILLAS PH 3 Just/Market Value: $115,582' Tax District: S1-SANFORD Assessed Value (SOH): $58,876 Exemptions: 00 -HOMESTEAD (2001) Exempt Value: $25,500 Dor: 0103-TOWNHOME Taxable Value: $33,376 Tax Estimator Portability Calculator SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $1,613 CORRECTIVE DEED 09/2003 04993 0930 $100 Improved No 2007 Tax Bill Amount- $453 QUIT CLAIM DEED 08/2000 03901 1375 $100 Improved No Save Our Homes (SOH) Savings: $1,160 WARRANTY DEED 11/1995 02995 0997 $49,500 Improved Yes 2007 Taxable Value: $31,661 WARRANTY DEED 12/1983 01510 0600 $41,400 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND PLATS Pick Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 24,000.00 $24,000 LEG LOT 66 HIDDEN LAKE VILLAS PH 3 PB 28 PGS 3 TO 6 BUILDING INFORMATION Year Base Gross Living Est. CostBidExtWallBidValueBidTypeFixtures Num Bit SF SF SF New Building 1 SINGLE 1983 3 994 1,296 g94 CB/STUCCO $91,170 $101,300 Sketch FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft GARAGE FINISHED/ 286 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1985 121 $412 $1,029 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web. seminole_county_title?parcel=02203 05 GJ00000660&c... 3/12/2008 FROM : FAX NO. : 4076577933 Mar. 05 2003 09:06AM P1 I L( D .RIPTION: BOUNDARY & LOCATION SURVEY LOT 66, HIDDEN LAKE VILLAS PHASE 111, ACCORDING TC) THE PLAT THEREOF IN PLAT BOOK 28, PAGES 3-4 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. FOUND ;/2 REBAR 6A !< L8. /2098 CAP AS RECORDED FLORIDA. SUQWY IT rw HEREON DESCRIBED PRU CRTY. FOP rw SM[ PLQPEM iF" DESOTIKII, TWT INIS DMIAG IS A REPRESENTATION IT TINT SRRVET AND WEIS THE MINIMM rrrwirAL STANDARDS PIRAIANT TO DIAPTER 616-17, F.A.E. THIS 9RVEY AIfPAWD FIR TIC W AND (XWOSIVE MIT N N n n C LANE REVIEWED O W" 2919 vonl6chet he N D ai° o 0> Telephone (407) 657-2568 ITY OF SANFr"%n" Of V SEAT, DF A FLORIDA LICENSED SIRVETDP AND IIAPPE QUALITY Drawn b . APP bY- U = Sb Ol al, 0 4 O V. ' b b 4 W nNN2 m N 10 T 1 o s LOT 65 ul N N01 ( lO•J Lnto C a . O Q(O G.S 3 yp 3 LA o-NoZ uh '.3 y com" Z 13 ' O 4c C1101,,,` D C'6. i11 O n i o tom,. U m 0-5 GRAPHIC SCALE lLOT66 `' RE90EE. ICE STUCCO j SABALN PWM CT. / SABAL PALM CT. / 20 0 w 29 Ao IN FEET ) 1 inch = 20 FL I lb e SURVEYOR'S NOTES BEARINGS AS SHOWN HEREON ARE BASED ON THE LINE FROM THE FOUND X -CUT TO THE FOUND 12098 REBAR HAVING AN ASSUMED BEARING OF N43"34'29'E. UNDERGROUND. AERIAL AND\OR NON-VISIBLE IMPROVE- MENTS WERE NOT LOCATED OR SHOWN HEREON. THIS SURVEYOR HAS NOT DONE ANY TITLE RESEARCH. SURVEY PREPARED SOLELY FOR A MORTGAGE LOAN CLOSING. P) DENOTES A PLAT DISTANCE AND\OR DIRECTION. M) DENOTES A MEASURED DISTANCE AND\OR DIRECTION. DENOTES A WOOD PRIVACY FENCE. DENOTES A FOUND 1/2" REBAR k L.H. X12108 CAP. 2 g 0 up A s s A LINE DIRECTION DISTANCE It P 54356'17"W 7.22 L1 M S42 -29'16 -W 6.38' FLOOD CERTIFICATION: HAVING EXAMINED THE FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, IT IS THE OPINION OF THIS SURVEYOR THAT THE HEREON DESCRIBED PROPERTY LIES IN FLOOD ZONE "X", DEFINED ON SAID F,I,R,M, AS "AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN,` SEE PANEL NO. 120294 0045 E. DATED 4\17\95. CERTIFIED 5QI FL Y AND FXC1 USIVEI Y TO: SUNTRUST MORTGAGE OWEN D. MCLOUGHLIN FIDELITY NATIONAL TITLE INSURANCE COMPANY POHL k SHORT, P.A. 11JRVrY DATE 7LAST DATE: OF FIELD WORK): 03-04-03. 1 INTEGRITY Donhid A. HorneFFialdBook* SUQWY IT rw HEREON DESCRIBED PRU CRTY. FOP rw SM[ PLQPEM iF" DESOTIKII, TWT INIS DMIAG IS A REPRESENTATION IT TINT SRRVET AND WEIS THE MINIMM rrrwirAL STANDARDS PIRAIANT TO DIAPTER 616-17, F.A.E. THIS 9RVEY AIfPAWD FIR TIC W AND (XWOSIVE MIT Q to PRUESSCA AL LMD SLRVLTQl O W" 2919 vonl6chet he N D ranter Pmic, n. 32792-4317o0vL (/l Donald A. Horne, Florida License 14549 Telephone (407) 657-2568 Of Facsimile (407) 657-7913 SEAT, DF A FLORIDA LICENSED SIRVETDP AND IIAPPE QUALITY Drawn b . APP bY- ICE TN1S IS f0 CERTIFY TRAT WE HAVE PCRFOWD A FIELD SUQWY IT rw HEREON DESCRIBED PRU CRTY. FOP rw SM[ PLQPEM iF" DESOTIKII, TWT INIS DMIAG IS A REPRESENTATION IT TINT SRRVET AND WEIS THE MINIMM rrrwirAL STANDARDS PIRAIANT TO DIAPTER 616-17, F.A.E. THIS 9RVEY AIfPAWD FIR TIC W AND (XWOSIVE MITflOrTFEENTITIESLISTEDTFfWANDOWLNOTRRll1ED JD I C%NOW INDIYI VER. I °S ° 7_ v L (/l Donald A. Horne, Florida License 14549 A01 VAL19 VIIt&[ rW S16MILW AND W 0716IA* RAISED SEAT, DF A FLORIDA LICENSED SIRVETDP AND IIAPPE ICE n Manual AssemblyOwner's Model r 1', I In d3 ts f D 08 [:1 o El VS1084 [I T-LANS REV 697068629. [E15TV OF SANFORD ARROW Worid's Leading Maker Of storage Bufldfngs® CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BETAKEN WHEN HANDLING THE VARIOUS PIECES TOAVOIDA MISHAP. FOR SAFETY SAKE, PLEASE READ 709040107 SAFETY INFORMATION PROVIDED IN THIS MANUAL BEFORE BEGINNING CONSTRUCTION. WEAR GLOVES BUILDING DIMENSIONS • Size rounded off tathe nearest foot • WHEN HANDLING METAL PARTS. Exterior Dimensions Interior Dimensions Door Approx. Foundation Storage Area (Roof Edge to Roof Edge) (Wail to Wail) Opening Size Size Sq. Ft. Cu. Ft. Width Depth Height Width Depth Height Width Heigh 10'x 8' 121' x 92 3/4" 74 487 123 1/4- , ,95 1/4'-' 87 7/8" 1181/4' 90" 86.5/8' 55 1/2' 60- 0" 3,Om3omx 2,3m 307cm x 236cm 6,9m2 13,8rW 313cm 242cm 223cm 300cm 229cm 220cm 141cm 152cm A BEFORE ,!. Owner's Manual Before beginning eonatruction, check local building codes regarding footings, location and other.requiremrents. Study and understand this owner's manual. Important information and helpful tips will make your construction easier. and more enjoyable. j. Assembly Instructions: Instructions are supplied in this manual and contain all appropriate information for your building model. Review all instructions before you begin, and during assembly, follow the step sequence carefully for correct results. Foundation and Anchoring: Your storage building must be anchored to prevent wind damage. A foundation is also necessary as a base in order to construct a square and level building. Anchoring and foundation materials are not included with your building. We recommend the.. combined use of an Arrow Floor Foundation Kit and an Arrow Anchoring Kit as an. effective method of securing your building to the ground (Available by mail order or at your local dealer) or you may construct the foundation and anchoring system of your choice: Your assembly instructions provide information on a few methods commonly used to secure and level a storage building. Parts and Parts. List: Check to be sure that you have all the necessary, parts for your building. All part numbers can be found on the parts. All of these numbers (before the -) must agree with the numbers on the parts list. The parts list is located on page 12. lf you find that a part is missing, include the model number of your building and contact: Arrow Group Industries, Inc. Customer Service Department. Route 50 East Breese, Illinois 62230 1-800-$51-1085 Separate contents -of the carton by the part number while reviewing parts list. The first few steps show how to join related parts to make larger sub assemblies which will be used later. Familiarize yourself with the hardware and fasteners for easier use during construction. These are packaged within the carton. Note that extra fasteners have been supplied for your convenience. 2 PLANAHEAD.... Watch the Weather: Be sure the day you select to install your building is dry and calm. Do not attempt to assemble your building on a windy day. Be careful on wet or muddy ground.' Teamwork: Whenever possible, two or more people should work togetherto assemble your building. One person can position parts or panels while the other is able to handle'the fasteners and the tools. R Tools and Materials: These are some basic tools and ,materidls you will need for the construction of your building. Decide which method of anchoring ,and the type of.foundation you wish to use in order to form a complete list of the materials you Will need. rZt::, m e Required Required Eye Goggles • Work Gloves No. 2 Phillips Screwdriver • Step Ladder With Hardened Magnetic Tip) •Utility Knife/Scissors Note: Apowerscrewdriverorvariable . Pliers speeddrill with Phillips -tip attachment can speed assembly by as much as • Carpenter's Level ao°io. • Tape Measure Ses Optional Time -Savers Wrench / Nut Driver Electric / Cordless Drill Square String (for squaring frame) Foundation Preparation Hammer and Nails Spade or Shovel. Hand Saw / Power Saw Lumber and/or Concrete Selecting and Preparing Your, Site: Before assembly, you, will want to decide on a location for your building. The best location is a level area with .good drainage. Allow enough working space for ease of moving parts into position during assembly: Be surethere will be enough space at'entrance for doors,to open fully and enough space around the building to be able to fasten the panel screws from the outside. Before you begin the first steps in assembling your parts, a foundation should be constructed and an anchoring system should be ready to use. 3 SAFETY FIRST. IM Safety precautions are important,.to follow throughout the construction of your building. Care must be taken when handling various *Practice caution with the tools.being used in the pieces of your building since some contain assembly of this building. Be familiar with the sharp edges. Please wear work gloves, eye operation of all power tools. protection and long sleeves when assembling orperforming.any maintenance on your build- ing. safety edge sharp. edge sharp edge safety edge Keep children and pets away from worksite to avoid distractions and any accidents which may occur. lilt it Never concentrate your total weight on the roof of the building. When using a step ladder make sure that it is- fully open and on even ground before climbing on it. 4 Do not attempt to assemble the building if parts are missing because any building,left, partially assembled may be seriously damaged by light winds. Call 1-800-851-1085. Do not attempt to assemble the building on`a windy day, because the large panels acting as'a sail", can be whipped about by the wind making construction difficult and unsafe. v r.. CARE !IAINTENANCE..... Finish: For long lasting finish, periodically clean and wax the exterior surface. Touch-up scratches as soon as you'notice them on your unit. Immediately clean"the area with a wire brush; wash it and apply touch=up paint per manufacturer's recommendation. Roof: Keep- " Ipclear of leaves and snow with long handled, soft -bristled broom. Heavy, amounts of snow on roof can damage building making it -unsafe to enter. In snow country, Roof Strengthening Kits are available for most Arrow Buildings for added protection against heavy snow accumulation: Contact Arrow as outlined on the order form (Page #7)Ito order. Please include the model number of your building. Doors: Always keep the door tracks clear of dirt and other debris that prevent, them slidin easily. Lubricate door track. annual with furniture olish orsilicon p from g Y Y p e spray. Keep doors Iclosed, and locked to prevent wind damage. Fasteners: Use alIr washers -supplied to protect against weather infiltration and to protect the metal from being scratched by screws. Regularly'check your building. for loose screws, bolts, nuts, etc. and retighten them as necessary. n Moisture: A plastic sheet (vapor barrier) placed under the entire;floor area with good ventilation will reduce condensation: Other Tips...... .. Wash off 'inked part numbers on coated panels with soap and water. Silicone caulking may be used for'watertight seals throughout the building.:. Do not store swimming pool chemicals in your building. Co' bustiblesand corrosives must be stored in air tight approved containers. ACCESSORIES.... g A6 We recommend that you.purchase accessory items from your local storage building dealer whenever possible however, because the full line of accessories is not always available from all dealers, Arrow is offering them to you on a direct basis. For prompt shipment, please fill out order form and mail. ROOF STRENGTHENING heavy snow load) KITS r Extra roof beams and gable braces designed for added protection against heavy snow accumulation. Increases the strength of your roof, by 50%. ANCHOR HITS Model No. AK4 Anchor Kit contains heavy-duty steel augers, 60' (18m) of steel cable and 4 cable clamps. No digging or concrete ARROW pouring, just insert cable under roof, over roof beams, into augers and twist augers into the ground. For buildings larger than 10'x9', use 2 kits. Model No. AK100 New concrete anchor system permits anchoring any size Arrow building directly to a concrete slab. Each kit contains heavy-duty, hot -dipped galvanized steel corner gussets and perimeter clips which fit over the floor frame and lag bolt into a concrete slab. Full assembly instructions and a 1/4" masonary drill bit are included. Model No. AK600 Earth Anchor Kit anchors any size , ° Arrow building to the ground. e ° . ° 9 Each kit contains heavy duty, hot -dipped galvanized steel corner gussets and 4 earth anchors. POOL HANGING RACK Model No. TH100 The perfect tool organizer. Twin 25 1/2" (65cm) steel channels plus five heavy-duty snap -in hangers and a small tool holder fc screwdrivers, pliers, etc. Holders slide along channel for fully adjustable spacing. Great for garage, basement, or the back of any door. Fits all Arrow - storage buildings. FLOOR FRAME KITS MODELS FB47410, F85465, FBI 06-A FB109-Aand FBI 014-A A simple new floor frame system made of heavy-duty, hot -dipped galvanized steel. Use as foundation for plywood, sand or stone. ATTIC KIT / WORKBENCH KIT Heavy-duty galvanized steel bars that fit all 10' wide Arrow buildings. They •- install quickly and easily to help organize space and create more useable space as an attic or till 1 1111111111 HII workbench. Will hold up to 250 lbs. 113kg) evenly distributed. Model No. Fits Shipping Weight AT101 10' Long, 250 Ib. (113kg) load+ 16 lbs. (7kg) Fits all Arrow 10' wide buildings. Must be drilled for use as workbench in Estator. Even weight distribution. SHELF UNITS Heavy-duty, galvanized steel shelf units help organizestorage space. They easily mount on the wall or sit on the floor. Fits all Arrow buildings.* Model No. SS404 Makes 8" to 12" (20-30cm) wide shelves in any length. Brackets, braces, hardware included. Lumber is not included. Model No. SS900-A Grey color 3 shelves Holds up to 85 lbs. (38kg) even weight distribution) Some drilling required to fit buildings without mid -wall bracing. ORDER F® •orae A7 3/06 NOW! There are two ways. Arrow Storage Building Model # to order Arrow Storage (We want to be sure the accessories you order fit your storage building.) Building Accessories. Option 1 Mail Order. Complete both sides of this form and send with your check or money order payable to: Arrow Group Industries, Inc. 1101 North 4th Street Breese, IL 62230-9901 IMPORTANT: Be sure .you provide a complete address as shipments cannot be made to a post office box. Allow 2-4 weeks for delivery. Option 2 Order accessories by telephone using your MasterCard or Visa credit card. Call toll free 1-801)-851-1085 (Customer Service). Allow 2 weeks tot delivery. MODEL DESCRIPTION QUANTITY SPECIAL NOTE: TOTAL If no one is available to sign for the delivery, you may be subject to a USD re -delivery charge assessed by the AK4 carrier. To minimize the chance of this assessment, please provide a phone number so the carrier may contact you to arrange delivery. I Fill out complete shipping instructionsa,. on reverse side. MODEL DESCRIPTION QUANTITY PRICE* TOTAL USD PRICE AK4 Auger Anchor Kit -Four 30' (76cm) Augers, 50.00 60'(18m) Cable, Four Cable Clamps, . ; FRs All Arrow Buildings Except Yardsaver 10.00 Shipping) Concrete Anchor Kit-AnchorStorage AK100 Building Directly to a Concrete Slab,. Hot -dipped Galvanized Steel Comer Gussets 39.50 and Perimeter clips Fit Over Floor Frame and Free Shipping) Lag Bolt into a Concrete Slab. Fits All Arrow Storage Buildings, AK600 Earth Anchor Kit - Four Earth Anchors and 34.00 Corner Gussets. Fits all Arrow Storage 8.00 Shipping) Buildings. SS900-A Complete Shelf Unit 33.50 With Three Shelves For Wall Mounting. 10.00 Shipping) SS404 Universal Shelving System 26.00 4 Shelf Brackets, 2 Pair Wall Braces Makes 8' to 12' 20-30cm , Wide Shelves 8.00 Shipping) AT101 Attic/WorkbenchKit 45.00 10' Long, 250 Ib. (113kg) Load.+ 15.00 Shipping) FB709-A Floor Frame Kit For 8'x8', 10' x7', 83.00 10' x8',10'x9' and 10'x10' Arrow Buildings. 10.00 Shipping) FB1014-A Floor Frame Kit For 10'x12', 10'X13' 98,00 and 10'x14' Arrow Buildings. 25.00 Shipping) FB5465 Floor Frame Kit For 73.00 x4' and,6'x5' Arrow Buildings. _ 10.00 Shipping) FB4Z410 Floor Frame Kit For Yardsaver Building 73.00 4'x7'and4'z10'ArrowBuildings. 10.00 Shipping) FB106-A Floor Frame Kit For 8'x6' and 10'x6'. 7+ ' 10.00 Shipping) Tool - Hanging Kit-Perfact Tool Organizer Includes 5 Standard Utility 25.00 TH100 Hangers and 1 Heavy. Duty Small Tool Holder, Two 25 1/2" 65cm) Steel Tracks $ a Complete Harware Kit. 8.00 Shipping) RS -4 4 -Shelf Sturdy Rack 58'H x 36"W x 16'D 45.00 147cm x 91 cm x 41 cm 10.00 Shipping) RBK65M 35.00 fits 6'x5' & 8'x6')($25.00 Shipping) High Country, Roof Strengthening heavy snow) KitsRBK10610 fits 10'x6', 10'x8' Extra roof beams and able braces 75.00 10'x9' & 10'x10') designed for added protection against 25.00 Shipping) heavy snow accumulation. Increases the strength of your roof by, 50%. RBK1012 175.00 fits 10'x12') Easy to install. Free Shipping) RBK1014 200.00 fits 10'x13' & 10'x14') Free Shipping) New Jersey, Illinois and California Residents Add Appropriate State Sales Tax l Total Amount of Check 7 A6 I I I Complete Ship -To Information Please send order with check or money order'payable to: Arrow Group Industries, Inc. 1101 North 4th Breese, IL 62230-9901 I I I Thank you for your order. DATE NAME STREET NO P.O. BOXES, PLEASEI CITY STATE ZIP 4 I TELEPHONE NUMBER=(;HOME) Area Code ( WORK) Area Cc& I DELIVERY INSTRUCTIONS I NOTE: Please provide phone number in case carrier has to contact you. I I' I i I Arrow Group Industries, Inc. 1996 Printed in USA 8 I I F r, T - WOW M The Foundation. For Your Building 'r OPTION. 1: ARROW :FLOOR FRAME KIT: (Order No. FB109-A or 68385-A) "• Arrow has the best base for your building in this simple kit. It keeps stored items above the ground. This kit should be used with one of the following: A. To support a plywood deck B. To be filled with sand. We recommend the combined use of 1. an ARROW FLOOR FRAME KIT and 2. an ARROW ANCHORING KIT as an effective method of securing the building tothe ground. Allow 1 - 2 hours for construction. OPTION 2: Wood Platform If you decide to build your own foundation, be sure to select the appropriate materials. These are the recommended materials for your foundation: 0 2 x 4's (5cm x 10cm) Pressure Treated,Lumber 0 5/8" (1,5cm) 4 x 8 (122cm x 244cm) Plywood -exterior grade 0 10 & 4 vennv Galvanized Nails • Concrete Blocks (optional) The platform should be level and flat (free of bumps, ridges etc.) to provide good support,for the building. The necessary materials may be obtained from your local lumber yard. To construct the foundation follow Instructions and diagram. Construct frame (using '10 penny galvanized nails) Measure 16"/24" (40,6cm/61cm) sections to construct= inside frame (see diagram) Secure plywood to frame (using 4 penny galvanized nails) Allow 6 - 7 hours for construction. OPTION 3: Concrete Slab Note: Platform/Slab will extend 9/16" (1,4cm) beyond floor frame on all four sides. Seal this 9/16" of wood with a roofing cement (not included), or bevel this 9/16" of concrete when pouring, for good water.drainage. The slab should be at least 3" to 4" (8-10cm) thick. It must be level and flat to provide good support for the frame. The following are the recommended materials for your foundation. 1 x 4's (2,5cm x 10cm) (will be removed once the concrete cures) Concrete • Sheet of 6 mil plastic 0 We recommend for a proper strength concrete to use a mix of: I • 1 part cement • 3 parts pea sized gravel 0 21/2 parts clean sand Prepare the ShatConstruct a Foundation 1. Dig a square, 6" (15cm) deep into the ground (remove grass). 2. Fill up to 4" (10cm) in the square with gravel and tamp firm. 3. Cover gravel with a sheet of 6 mil plastic. 4. Construct a wood frame using four planks of 1x4 (2,5cm x 10cm) lumber. 5. Pour in concrete to fill in the hole and the frame giving a total of 4" (8-10cm) thick concrete. Be sure surface is level. 1'4 018: rirosneu aia0 ulrnenswns, wiui lurnoer FVWIIUVtIU. Allow.3 - 5 hours for construction and a week for concrete curing time. 9 Anchoring AIO Anchoring Down The Building It is important that the entire floor frame be anchored after the building is erected. Below are recommended ways of anchoring. Arrow Anchoring Kit: (Model No. AK4 or 60298) Anchoring into Wood/Post: Recommended for use with any suggested, base. Use 1/4" Wood Screws. There are 1/4" (0,63cm) dia. Contains: 4 Anchors with Cable, Clamps and holes provided in the frames for proper anchoring. installation instruction. 61 it OVER THE BEAMSANDINTOTHEGROUND Arrow Anchoring Kit: (Model No. AK100 or 68383) Recommended for use with the concrete foundation. Contains: Corner gussets, perimeter clips, hardware, 1/4" masonary drill bit and installation instruction. 10 1. 2• mo. i+-. NV Anchoring into Concrete: 1. For poured concrete slab or footing or patio blocks: Use 1/4" x 2" Lag Screws. 2. For Anchor Post of Concrete poured after building is erected: Use 1/4" x 6" Lag Screws, 1. 2 T. 0 C 65900A . 65103 #108x1/2" Black Screw (4) 65923 65004 8-32 Hex Nut (211) (Packed with Screws) #8=32x3/8" Bolt (211) #8Ax5N 6" Screw (338) i 66646 65109 67468 66045 Washer (403) #8-32 Acorn Nut (4) Peak Cap (6) Handle (2) (11 sheets of 40) (Packed with Screws) (Arrow Logo) I f o o r F E 9a9 66183: I 66242 66382 Roof Trim Cap 67545 Door Slide (4) Lower Door Guide (4) (2 right & 2 left) Weather Stripping (1) c a , i o K o s 6228 9 Track Support (2) Z Parts List Assembly Key No. Part Number Part Descri tion Quantity in Carton Check List 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30- 31, 32 33 34 35 36 37 38 8934 5986 9365 6.085 6108 6109 6114 6115 w- 8470 6515 6538 8462 84.63 6227 6264 6278 9369 F° 8936 9917 6403 9366 9367 7332 9373 5209 6636 8937 9922 1 8841 10470 8486 8836 8485 8538 8539 3719 8840 67521 Ramp Rear Wall Angle Front Wall Channel Roof Beam Bracket Large Right Gable . Large Left Gable Small Right Gable. Small Left Gable Corner Panel Wall Panel Roof Panel Right Roof Panel Left,Roof Panel Roof Beam Brace Horizontal Door Brace Vertical Door Brace Door Jamb Rear Floor Frame Rear Wall Channel Door Track Splice Door Track Front Floor Frame ` Wall Panel Front Wall Panel Roof Panel Gable Brace Side Floor Frame Side Wall Channel Side Wall Angle Roof Beam Ridge Cap Right Side Roof Trim Left Side Roof Trim Right Door Left Door Door Handle Brace Ridge Cap Edge Trim 1 2 2 4 2 2 2 2 4 6 2 2 2 2 4 2 2 2 2 1 2 4 2 4 2 4 4 4 8 3 2 2 1 1 2 3 2 12 O 8934 Ramp (1) Parts Needed For 0 O 9367 Front Floor Frame (2) 1 . Step 1 Floor Frame Assemblies, • 8936 Rear Floor Frame (2) O 8937 Side Floor Frame (4) Ali 11 The front floor frame is made up of three pieces. The side floor frames 3c7 . and the rear floor frame aremade up of two pieces. The holes in these pieces will align when the pieces are s934 positioned with correct amount of overlap. The illustrations below show 9367 the properoverall length for the sides, rear and front. Proceed as follows: 8937 8936 Place the front floor frames as9 Front Floor STEP W Ishown. Center the ramp, with drain 91 8934 ®VI Frame Assembly,, holes facing outside, on top of the 119 3/8" 3,Om two front floor frames Join the frames 9367 9367 by inserting eight screws. DRAIN HOLES FACE OUTSIDE 2 Qverlap the side floor. frames eq f and the rear floor frames as"shown. 8937 j The holes in these pieces 'will align Side Floor Frame 911/84 213m when the pieces are positioned with l 18937 correct amount ofoverlap. See the STEP illustrations below for the proper over- 2 all length of the side and rear floor`— frames. Join the frames by inserting four/five bolts into each frame set as Rear Floor Frame 119 3/8" shown.3,Omr8936. , 8936 a ® 3 Double check the length ,of each and set these pieces aside for later use. 911/8" 2,3m 911/8" 2,3m STEP 119 3/8" 3,Om 3 Front & Rear 119 3/8" 3,0m 14 r 5986 Rear Wall Angle (2) 0 Parts Needed For 0 0 9917 Rear Wall Channel (2) Stel z 0 9922 Side Wall Channel (4) FraeAsseblies 8841 Side Wall Angle'(4) g DLS j The mainframe pieces reinforce the walls. Theseieces will, later. be in- Q Rear all ChannelwP9917 stalled In the center and at.the top 118 1/8", 3;0m. „ t` edge of the side walls and the.rear, . o 9917 g wall. Proceed as follows: •eo 0 Overlap the rear wall, channel pieces as shown° in the figure and o Side Wall Channels is fasten the two pieces together withg 0 89 7/8" 2;3m One bolt in the` center hole (three — '` 9922 i holes will align) 9922 i` 2 Make two side wall channels by sTEP: sTEP overlapping the side wallchannel 1 2 pieces as shown. Fasten each set together with one bolt in the center : Rear wall Angie hole of each set: 5986, 118 1/8" . 3,0m 0 • .` 5986 3 Overlap the rear wall angle ooeoo 0 pieces as shown in, the figure and 0 fasten them together with one bolt in Side Wall Anglesthecenterhole., o es 7I8 23m. p0 8841 88414Maketwoside .wall angles by o I overlapping the .side wall angle . ' STEP STEP 4 " pieces as shown. Fasten each set together with one bolt in the center 3 4 hole. Rear Wall Channel I 118 '118" 3,0m o Side Wall Channels 897/8 2,3m i Rear Wall Angle . 1181/8" 3,0m5Settheassembliesaside. You will' use them later. o e ° I u STEP Side Wall Angles I 89 7/8" 2,3m 5 o € 15 9 Parts Needed For ® ®10470 Roof Beam (8) . Step 3 Roof Beam Assemblies The roof beams join the two gables __._ 10470 and support the roof panels. The main roof beam is made,up of four pieces overlapped back to back at 10470 the center. The left and right roof beam assemblies are made up of two pieces. /"-----` Roof Beam 917/8" 2,3m Hint: These, pieces are force -fitted, ---- so you may have to press hard to join them together. . STEP 1 Place the end of one roof beam 1 inside a second roof beam so that the six holes in each piece align. Make STEP four sets, of roof beams by repeating 2 ASSEMBLED this procedure. Do not insert bolts END VIEW 2 Take two of the pressed -together roof beams and join them as shown to form the main"roof beam assem- bly, Hold the assembly together and 1' fasten with 14 bolts. Build only one Doubled Beam Assembly. 3 Fasten the other two ^pressed - together roof beams with eight bolts 10470 to make the left and right,"roof beam assemblies: STEP 4 Set these pieces aside, for later S assembly. 16 acv,. Build one Doubled Main Roof Beam Assembly for Peak in Roof r' l l' r r 10470 r Build two Single Beam Assemblies NOTE If using a wood platform; or concrete slab do not fasten the floor frames to -your base at this time. You will anchor the building after it is erected. NOTE If you have purchased a Floor Frame Kit you need to install it at this time. The floor frame must be square and level or holes will not aligd. 18 0 Parts Needed Fors 0 Front Floor Assembly (1) Step 5 F1OOr Frame Side Floor Assembly (2) . Rear, Floor Assembly (1) A18 RIGHT REAR ' T 8937 ' 1 Assemble the four corners of the sTEP 8936 floor frame using two screws at each 1 comer as shown. At the front comers fasten bolts through from the bottom with nuts on top. II FA Nr RIGHT FRONT 8937 t 9367 1 2 Measure the floor frame diago- nally. When the diagonal measure- When Diagonal Measurements ments are equal, the floor frame is are Equal the Floor Frame is square. square. NOTE If using a wood platform; or concrete slab do not fasten the floor frames to -your base at this time. You will anchor the building after it is erected. NOTE If you have purchased a Floor Frame Kit you need to install it at this time. The floor frame must be square and level or holes will not aligd. 18 w rams Iveeaea rur ev a 9373 Front Wall Panel (2) Ste'Comers i 8470 Corner Panel (4) D19 .. NOTE The remainder of the building assembly. requires many hours and more than one person. Do not continue beyond this point if you 'do not have enough time to l— • —!—L. r. Narrow, 8470 S e Wide Side Door Track Assembly (1) Parts Needed For ® ® Rear Wall Angle Assembly (1) Ste'p7 • Side Wall Angle Assemblies (2) Frames ® Rear Wall Channel Assembly (1) Deo ® Side Wall Channel Assemblies (2) The main frame pieces give- rigidity to the side walls and provide a sur- face for attaching the gables which wall ,angles support the roof. Must Face Inside Building Fasten the rear wall angle as- sembly across, the inside top of the rear. wall using screws: 2 Fasten the rear wall channel assembly across the middle of the rear wall using screws. STEP 1` 3 Fasten the side wallanglesacross 8 the inside top of the side panels using screws, Side wall angles must overlap rear wall angle in corners. A Fasten ahe : side wail channel m assemblies across the middle of the side panels using screws. Fasten STEPoverlaps,in,rear corners with screws. 3 Long Leg 9366 on Top Opening Facing inrJFastenthedoortrackassemblyQ holes on top) across the top of the Short Leg front wall panels using screws. See on Bottom the figure. a ;{ 20 FRN STEP 5 Parts Needed For 9 •9369 Door Jamb (2) Ste 9 -Front Channel/Door Jamb ®9365 Front Wall Channel (2) D22 The door jambs reinforce the door opening and provide an attractive 9365 trim. Follow these steps for both door jambs. Fasten the front wall channels in their positions between the end sTEP ,},oar of the side wall, channel and the corner panel using screws. Do not INSIDE OF put a screw in the hole,at the end BUILDING behind the door opening at this time. STEP 2 (2) bolts TOP VIEW Door Track Acorn Nut a -- ---e 9369 2 Fasten a door jamb to the front/ Bolt panel with two bolts, nuts and acorn Hex Nut -- Front Wall Channel nuts, as shown. \ TOP VIEW Cross -Section Front Wall Channel Top View 3 Fasten the center of the door ' jamb to the front wall panel and the Acorn Nut 9369 Screw Screw STEP front wall channel with two screws. 02 4 Fasten the top of the door jamb to the door track with two screws. Do the same for the bottom into frame. Repeat steps 2 through 4 for the opposite door jamb. STEP 4 M TOP VIEW Door Track Screw Screw 49 6108 Large Right Gable (2) C • Parts Needed For ® i 6109 Large Left Gable (2) FD23J 1 ® ® 6114 Small Right Gable (2) p Gable Assemblies • 6115 Small Left Gable (2) 6065 Roof Beam Bracket (4) The gables go on top of the front and 67521 Edge Trim I rear walls to support the roof beams. (Plastic Piece) NOTE The gables are packed nested to and might be mistaken as one piece. Carefully separate them before continuing. Left Gable Assemblies (2) FaRelp 1 0 farts Needed For ® • Right Gable Assemblies (2) 11 Gables/Roof Beams • Single Roof Beam 6636 Gable Brace {2)2) ' Lift and fasten a right and left gable, under angle at corner, to the door track and rear wall angle with screws. Hint: On the front gable, leave out 2 screws closest to center gable leg. On the rear gable, use a bolt and nut at the overlapping rear wall angle. f t Fasten the single roof beam to the outer gable leg as shown using bolts. Hint: The holes along the length of STEP the beam must be on the top surface. 1 Gable Repeat Step 1 for the opposite side of building. 3 Join the left and right gables 1 together with a gable brace using a bolt in the second hole from the bottom only. Do this step for both front, and rear gables. Repeat Step 2 for the opposite side of building: o . o , 0 6636 Gable Brace r o 0 o u STEP J Step -13. AY26 - Installing the roof panels is best done with a step ladder. Begin installing roof panels at the back right corner of the building. Each screw and bolt in the roof requires a washer. NOTE. Measure the building diagonally. again and make adjustments to make sure the building is square. This will make the roof panels fit better, and holes will,align., NOTE If a Roof Beef -Up Kit was purchased, assemble prior to attaching the. roof panels. Locate the roof. panels by . their numbers. Note -the sequence and position. they 9re to big, installed 2 Position the right roof panel at the back right corner and fasten to the gable with 7 bolts and nuts and roof beams using 2 screws. Do not fasten the lowerend of the panel to the side waft angle at this time. Hint: Attach fasteners in order shown in diagram. 0 Parts Needed For Right Roof Pavel 8462 Right Roof Panel (1) STEP y 8463 2 .- 1 8462. 5209 g 5 5209 ; 6538 8 — ---- 7 6538 5209 10 9 5209 8462 4 — 3 — 8463 FRONT STEP Nut 2,.Was her t 2 8 462 Right Roof Panel 3? 45 6 7 E 8462 Left Roof Pane Right Roof Panel (1) Parts Needed For 9 sass I (2) Step 1lZoof tssembl 05209 Roof panel (2) y ® 6538 Roof Panel (2) , D27 1 Install a left roof panel at the left 8463 Left Roof Panel` STEP STEP rear and right front comer of the roof. 5209 Roof Panel 1 weatherstripping 2 Install a right roof panel at the left 6538 Roof Panel Tape Bolt 5209 front corner of the roof.: 8462 Right Roof Panel Strips 2 Cut 28 short 3" (8cm) strips: off the 6538 roll of weather stripping tape,.and put them aside. Cover the joint at the r 4' peak with weather stripping tape. Unroll the tape and press it ,down over the opening at the ridge as you install each roof panel. Do not cut the tape at this time. . r — 3 Install 2 narrow and 2 wide roof panels in the sequence, and posi- tions shown on previous page. Fold MAP the lower section of the'roof panels down: Cover the notches with`strips of weather stripping tape. Save the rest. Do not fasten the lower end of 010 - the panels to the side wall angles at this time. Continue weather stripping the'ridge opening. STEPr Fasten At g Fasten At ' Overlap.withs m Overlap with Balt Bolt , Parts Needed For ® • 8840 Ridge cap (3) 5209 Roof Panel (2) J Ridge Caps & Panels • 8486 Ridge Cap (3) Ma Install the 3 ridge caps on the completed roof section using bolts and nuts. Fasten roof panel overlaps not used for ridge cap. Cover the head of bolt with the 3" (8 cm) piece of weatherstrip ping tape. Do not fasten the ends of theridge caps at this time. Z Install the second ridge caps over- lappingthe first -ridge caps while in- stalling. the remaining narrow roof paneis- Cover the notched areas of the roof panels with strips of weather strippingape.and continue.weather stripping the ridge".-', 3: Fasten the lower end of the panels to the side wall angles using screws and washers. '. Use bolts ` and nuts through ;wall' angleoverlaps at the I ST bottom of the panel... Reducing Large Gable Bulge a Loosen eight bolts and nuts shown. St Apply pressure with;one hand at the Fc peak of the gable and tighten bolt #1. Keeping pressure on,the gable work. down the slopeaightening each bolt. Excess material Will overlap smaller 52os gable at seam. Once material bulge is worked out tighten 4 vertical bolts that ;.connect the large and small gables.::. t Ali 28' o 0.3719 Door Handle Bra:(2) 0 Parts Needed For ® • 8538 Right Door (1) t 31 17 •8539 Left Door (1) orAsselmbly • 6264 Horizontal Door (4) ow M_ , 6278 Vertical Door Bra The steps on this page tell how to assemble the right door. You will perform exactly the same procedures for the left door. Each bolt and screw in the door requires a. washer. Pro- ceed as follows: 6264 6278 1 Attach the door handle brace and handle to the door with 1 bolt as shown. Don't tighten the bolt yet. 66382 2 Swing the door handle brace up to the hole on the center of the door,and f insert a screw. 3 Hold the vertical door brace against the center of the inside sur- face of the door and turn the screw to hold the vertical door brace and door handle brace in place. Fasten to door above and below center 6278 connection using 2 screws. 4 Insert a second bolt in the door F3766045 19 i 66045 o. 6264 handle and tighten both bolts. STEP 4 5 Put a horizontal door brace onto the top edge and bottom edge and STEP STEP EE fasten with 1 bolt in the center. 2 3 ®' 6264 6 Attach the lower door guides as END VIEW shown. A, SHOWING: 7 Repeat steps 1 through 6 for the left door. C77 J C01084' K DK108 VS108-A 697.68603 LB108-B W108 -A 697.68629 LX108-A YT108-A D32 SOME FACTS ABOUT RUST 1. Avoid nicking or scraping: the coating surface, Rusting is a natural oxidizing process that occurs inside and out. when bare metal is exposed to moisture. Problem areas include screw holes, unfinished edges, or 2. Use all the washers supplied. In addition to where scrapes and nicks occur in the protective protecting against weather infiltration, the washers coating through normal assembly, handling and protect the metal from being scraped by the screws. use. Identifying these natural rusting problem areas and taking some simple rust protection precautions 3. Keep roof, base perimeter and door tracks free of can help to stop rust from developing, or stop it debris and leaves which may accumulate and retain quickly as soon as it appears. moisture. These can do double damage since they give off acid as they decay. 4. Touch up scrapes or nicks and any area of visible rust as soon as possible. Make sure the surface is free of moisture, oils, dirt or grime and then apply an' even film of high quality touch-up paint. 709"01o7 r ' DESIGN CRITERIA: THE DESIGN SHOWN ON THESE DRAWINGS WITH STRENGTHENING KITS MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE W/ 2006 SUPPLIMENT OF THE 2004 FLORIDA BUILDING CODE. WITHOUT THE STRENGTHENING KIT THE SHEDS MEET THE REQUIREMENTS OF ASTM E842-82 WITH A ROOF LIVE LOAD OF 10 PSF AND A 5 PSF WALL LIVE LOAD. LOADS: LIVE LOAD: 20 PSF WIND LOADS: 140 MPH (PER 2004 FLORIDA BUILDING CODE) WIND IMPORTANCE FACTOR: 0.77 EXPOSURE:B MATERIAL SPECIFICATIONS: PANELS: ASTM A625-76, Fy=50 KSI CHANNELS & OTHER MEMBERS: ASTM A527-80, Fy=55 KSI NOTE THAT THE PANELS, CHANNELS AND OTHER MEMBERS ARE MADE OF STEEL PER THE ASTM NUMBER LISTED. r-ter f BOLTS & SCREWS: ASTM A1018, Fy=30 KSI * These models exist both with and without cine door:. ANCHOR BOLTS: ASTM A307, Fy=33KS1 REINFORCING STEEL: ASTM A615-40, GRADE 40 WIRE MESH: ASTM A-185 CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH @ 28 DAYS STATE OF FLORIDA LICENSED ENGINEER: DANIEL W. MCGINNIS LICENSE #57928 EXPIRES: 2/28/2009 53.E. 2 207 ; e PERM # NOTE. TOTS BEpNHMG VMH S ARE SIDNG YODELS. TYP®, AND - c ai:GAMBRELARE GAREL SHEDS - RODF APPLIES To SLOPE AND RL2 APPLIES To RIDGE SLOPE SHED CONFIGURATIONS AND DIMENSIONS SEE SHEET 2 FOR DIMENSION CALIDM AND SHED TYPES U V J Z V) Description M cugL'i tD CDl.A_I c'0 M Z: < Strengthenjng Z: Kit 16 w vito _ U) Z: 0 Type Nominal Z - J Maximum Dimensions L7•- to OTC) Z WALL ROOF N CD R00172 U7 W D W RHF D EH . DW DH GW GH- NW GIRT NR PURLIN NR PURLIN Low Gable Models I' t- L L_ A 5 4 54.25 1 76.75 i 45.875 67 2225 65 N/A NIA 2 1 02X1 2 1 02X1 A 6 5 7125 73.625 ; 5425 67 32 65 WA N/A 2 1 C2X1 2 1 C2X1 A 8 A 8 6 8 94.75 94.75 73.625._ 6667 73.625 i 90 67 43.5 43.5 65 65 WA WA N/A WA 2 2. 2 2 C2X1 02X1 1 1 2 2 02X1 02X1 A 10 6 11825 76.625 ; 66 67 55.5 65 WA WA 2 2 C4X1 1 2 02X1 A 10 7 116.25 76.625 't 7825 67 55.5. 65 WA WA 2 2 C4X1 2 2 02X1 A 10 8 11825 80.875 L 90 71.25 55.5 6925 WA WA 2 2 C4X1 2 2 02X1 A 10 9 11825 76.625! 10225 67 55.5 65 WA WA 2 2 C4X1 2 2 C2X1 A 10 10 11825 76.625 111.75 67 555 65 WA WA 2 2 04X1 2 2 C4X1 A 1 10 1 12 11825 80.875 '-TW- 712-5 55.5 1 69.25 WA WA 2 2 04X1 2 2 C4X1 High Gable Models A 10 8 11825 85.125 _ 90 67 55.5 1 65 WA N/A 2 2 04X1 1 2 C4X1 A 10 12 11825 85.1251 140.5 67 55.5 65 WA WA 2 2 04X1 2 2 04X1 A 10 14 118.25 85.12-5 i 157.5 67 55.5 65 WA WA 2 2 04X1 2 2 C4Xi Gambrell Models B 10 9 11825 1 86.Q25 10225 62 55.5 60 1 23.625 185 2 2 C4X1 1 2 C4X1 1 2 C4X1 B 10 8 11825 1 86.625 90 62 55.5 60 23.625 18.5 E4 -S3 2 02X1 1 2 C2X1 1 2 C2X1 B 10 14 11625 86.625 157.5 62 55.5 60 23.625 18.5 E4 -S5 2 02X1 1 2 04X1 2 2 C01 Low Gable Model I SA 6 5 7125 77.875542z5 7125 32 6925 WA WA E4 -S3 2 C2X1 2 1 C2X1 SA 8 6 94.75 77.875 fib 71.25 43.5 6925 WA WA E4 -S3 2 C2X1 2 1 C2X1 SA 10 6 118.25 80.875 66 7125 55.5 69.25 WA WA E4 -S3 2 C2X1 2 2 C2X1 SA 10 8 11825 80.875 90 7125 55.5 6925 WA WA E4 -S3 2 C2X1 2 2 02X1 SA 10 12 118.25, 80.875 140:5 7125 55.5 6925 WA WA E455 2 C2X1 3 2 C4X1 Gambrel) Models S13 10 8 11825 95.875 90 7125 55.5 69.25 1 23.625 16.5 E4 -S3 2 02X1 12 02X1 1 2 02X1 56 10 9 11825 95.875 102.25 7125 55.5 6925 23.625 18.5 E4 -S3 2 02X1 1 2 C2X1 1 2 02X1 SB 10 14 11825 95.875 157.5 125 55.5 6925 23.625 18.5 E4 -s5 2 C2X1 1 2 C4X1 2 2 Cid BOLTS & SCREWS: ASTM A1018, Fy=30 KSI * These models exist both with and without cine door:. ANCHOR BOLTS: ASTM A307, Fy=33KS1 REINFORCING STEEL: ASTM A615-40, GRADE 40 WIRE MESH: ASTM A-185 CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH @ 28 DAYS STATE OF FLORIDA LICENSED ENGINEER: DANIEL W. MCGINNIS LICENSE #57928 EXPIRES: 2/28/2009 53.E. 2 207 ; e PERM # NOTE. TOTS BEpNHMG VMH S ARE SIDNG YODELS. TYP®, AND - c ai:GAMBRELARE GAREL SHEDS - RODF APPLIES To SLOPE AND RL2 APPLIES To RIDGE SLOPE SHED CONFIGURATIONS AND DIMENSIONS SEE SHEET 2 FOR DIMENSION CALIDM AND SHED TYPES U V J Z V) M cugL'i tD CDl.A_I c'0 M Z: < Z: 16 w vito _ U) Z: 0 Z - J 0 L7•- to OTC) Z L DAM- 2/12/2007 DRAwe(C, l4AMML. OF 3 V J LLJ 0 z L LaJ cl N CD to U7 F-.-1 00 0 v Z w v O LJLjCDW O S 0// L-_/ t- L L_ DAM- 2/12/2007 DRAwe(C, l4AMML. OF 3 DW DW W W TYPICAL GABLE SHED FRONT ELEVATION TYPICAL GAMBREL SHED FRONT ELEVATION TYPE "A" TYPE "B" r- --I f ,• CONCRETE SLABWM w.w WELDED .IRE VESK j q f CENTER YEY+ VEMICALY IN SLAT f' D+4" TYPICAL FOUNDATION PLAN I PURLIN DR e SECTION THRU FRONT WALL PURLIN GIRT TYPICAL FLOOR PLAN @ SECTION THRU BACK WALL NR+1 L SPACES SIDEWALL ANGLE GIRT---"- SLQ TYPICAL SIDEWALL ELEVATION TYPES -"A".. g&-.. "B" DOOR NOTE: DOOR IS PART OF EXTERIOR BUILDING CLADDING AND IS CONSTRUCTED OF THE SAME MATERIALS AS THE WALLS. DOOR IS ' FRAMED WITH CHANNEL TO SUPPORT CLADDING MATERIAL SECTION THRU SIDE WALL NW END +1 EQUAL SPACES a R to W Q LLJ J . 63 V) ZC ' REINFORCEMENT AT SIDING MODELS U Z N>— Q cn En Q Q W Nd NCDM Z30 Z 0" w 6 N = u: a. L1J W D TYPICAL SIDEWALL ELEVATION TYPES -"A".. g&-.. "B" DOOR NOTE: DOOR IS PART OF EXTERIOR BUILDING CLADDING AND IS CONSTRUCTED OF THE SAME MATERIALS AS THE WALLS. DOOR IS ' FRAMED WITH CHANNEL TO SUPPORT CLADDING MATERIAL SECTION THRU SIDE WALL NW END +1 EQUAL SPACES a R to W Q LLJ J . 63 V) ZC ' REINFORCEMENT AT SIDING MODELS U Z N>— Q cn En Q Q W Nd NCDM Z30 Z 0" w 6 N = u: a. oue: 2/12/2007 aiwnc N OBER OF 3 L1J Cn z W M . W N l H N N ND o ry Z w W E,J m o.. O IL_ S/ l f . Q oue: 2/12/2007 aiwnc N OBER OF 3 1 9 19/32" TYP. 2p° 8" REF - N PANEL 28 3/4" TYPICAL WALL PANEL FOIE: PANEL VM WJtn - 10 MACHINE SCREW WITH NUT CUT INSIDE FLANGE AT CORNER 0.473" 0.717" e WALL CHANNEL CORNER CONNECTION ROOF PANEL 7/8"x7/8" x.017" ANGLE WALL OR ROOF PANLES 10x1/2"SMS @8"O.C.-- WALL OR ROOF CHANNELS 1 "x4"x0.023" OR 1 "x2"x0.023" SECTIONED3 ROOF BEAMS L 1 x 1 x0.028" BRACE @ ROOF BEAMS ONLY W/ #10 MACH. SCREWS & NUTS I SECTION 619" BOLT VERTICAL M ANGLE TO GABLE = -71 PANEL RETURN rn DOOR TRACK TmCom-cWt9' 3/8"OX10" LONG ANCHOR BOLTS@ 24" O.C. @ SIDE AND BACK WALLS, 12" MAX O.C. @ FRONT WALL. EMBEDMENT DEPTH = 7". ALTERNATE ANCHOR: HILTI KWIK BOLT 3 3/8"Ox5" LG CONCRETE ANCHOR W/ #8 SMS21/2" EMBEDMENT, METRO DAD 5COUNTY ACCEPTANCE #93-0224.04 @ 8"O.C. FINISHED GRADE cp z 6x6-10/10 WELDED WIRE MESHz ALTERNATE: #3 BARS @ 18"O.C. EA. WAY '- 4 BARS CONTINUOUS 8 SCREWS @ 8"O.C.--i 10 SCREWS WALL PANEL p WALL PANEL NUT rFLOOR FRAME 1 I I 1[X3/8"Ia ANCHOR BOLT 1 I (SEE FOUNDATION SPACER -/PLAN AND SECTION FOR REQUIREMENTS) SECTION P SECTION e ALTERNATE ANCHOR: HILTI 3/8" KWIKBOLT 3 1.972. _. 625" DOOR JAMB 2.193" 556" TYPICAL FLOOR FRAME GABLE END PANEL WALL DOOR TRACK PANEL- i DOOR SECTION ® SECTION C3/4x1 EA- RIB W/ #8 SMS @ 8" O.C. (FRONT WALL ONLY) TYPICAL ROOF BEAM nwods..°afraomr 1w MN v C-) u d M N STANDARD CHANNELS nmr FRONT WALL PANEL DOOR. F-C3/4x1 EA. RIB JAMB DOOR C3/4x1 @ 8" O.C. ATTACH C3/4x1 W/ #8 SMS @ 8" O.C. SECTION 3 U z vi coQ o w to I rn V) Z¢to Q0 `r 46 W I N z Q ` z J Lil z o Z: a 0 U lp t LTJ , v z ;oIO W N I nn t.- N (O L _L N to N F- J E0 O d• co z Wv La D o m z a 0 Q wx- 2/12/2007 NAwc NIA18m r OF 3