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HomeMy WebLinkAbout2429 S Laurel Ave (2)..; SI`G�c 1;7.9 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION NOV 2 2016 . Application No: --� BY:q 9 Documented Construction Value: $ Job Address: a� 9 S t "' J ` eQ Historic District: Yes ❑ No ❑ Parcel ID: �6 I �/ • - S' • 6d� — 11 Residential Commercial ❑ Type of Work: New [ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 5 4a Q A9 f, shed lbK14 Plan Review Contact Person: Phone: �0 Fax: Email: Property Owner Information )n, � Name cLnyd e_ OP_ Z Street: a q a 9 S, LnL L 1rP J Ave City, State Zip: Q -r F o fd FZ Name Title: Phone: 1�4'� c;t Sl, �/ S Resident of property? : Contractor Information -- Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF' COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. el Name ;tate ofFL799%NTONINI ..i-ry Public - Slate of Florida My L,;. -. - n. Explies May 21. 2018 Commission N FF 125242 Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to.Me or Contractor/Agent is Personally Known to Me or Produced ID _1,,./ Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING:11-K S�UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:-[-b-t'� COMMENTS: Ok to install 10 x 14 (140 square foot) shed as shown on plan. Meets area and dimension regulations for SR -1A zoning district. Shed must be setback a minimum of 10 feet from the side property line and a minimum of 4 feet from the rear property line. Revised: lune 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here -in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction -to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of —7' the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I j may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed 1 in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence.must be for my -own use or occupancy. It -may -not be -built or -substantially -improved for sale or- - lease. If a building or residence that I have built or substantially improved myself is sold or leased within —z in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I z employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed ' must work under my direct supervision and must be employed by me, which means that I must 1 comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 v I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. > I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial 'V Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-087-1395 or at www.myflorida.com/dbpr/pro/cilb/ for 1 more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property I, , do hereby state- that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Date Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition. to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 36-19-30-539-0000-1110 1PARIPP1996. Parcel Information Page 1 of 2 Property Record Card Parcel: 36.19-30.539.0000-1110 Owner: DEJESUS MANUEL & LOPEZ-NAJERA MARTA Property Address: 2429 LAUREL AVE SANFORD, FL 32771 Parcel 36.19-30-539.0000-1110 Owner DEJESUS MANUEL & LOPEZ-NAJERA MARTA Property Address 2429 LAUREL AVE SANFORD, FL 32771 Mailing 2429 S LAUREL AVE SANFORD, FL 32771 - Subdivision Name FRANKLIN TERRACE Tax District S7-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions $730 e Seminole County GIS Value Summary Tax Amount without SOH: ;907.15 2016 Tax Bill Amount $907.15 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2017 Working Values 2016 Certified Values Valuation Method Cosl/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $28,923 $28,309 Depreciated EXFT Value $730 $730 Land Value (Market) Land Value Ag Just/Market Value $16,215 $16,215 $45,868 $45,254 Portability Adj CERTIFICATE OF TITLE WARRANTY DEED WARRANTY DEED — Save Our Homes Adj $0 s0 Amendment 1 Adj P&G Ad1 $0 $O-- - - $0 SO Assessed Value $45,868 545,254 Tax Amount without SOH: ;907.15 2016 Tax Bill Amount $907.15 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Date Book Page LOT 111 ♦ N 1/2 OF LOT 112 Vadlmp WARRANTY DEED 8/1/2016 FRANKLIN TERRACE j j $55,000 Yes ( Improved PB 3 PG 78 1/1/2013 07957 j1459 _- 0405 Taxes Improved oved CERTIFICATE OF TITLE WARRANTY DEED WARRANTY DEED ~10/1/2012 — 10/1/2004 2/1/1999 Taxing Authority Assessment Value Exempt Values Taxable Value WARRANTY DEED Schools $45,868 $00 $45,868 City Santord — - $45,868 i {I SO 1 $45,868 SJWM(Saint Johns Water Management) — --- --- $45,868f. _ — — —-- SO --EO -- - $45,868 County Bonds $45,868 $45.868 County General Fund -$45,868 — S07r $45,868 Sales Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 8/1/2016 08741 j j $55,000 Yes ( Improved SPECIAL WARRANTY DEED 1/1/2013 07957 j1459 _- 0405 $31,500 No Improved oved CERTIFICATE OF TITLE WARRANTY DEED WARRANTY DEED ~10/1/2012 — 10/1/2004 2/1/1999 07882 -1 05493 0359012011 1744 �1-09-65- -- $100 ; No — : 582,000 Yes $49.000 Yes Improved Improved Improved WARRANTY DEED 12/1/1987 212_2& 0187 $33.0D0 Yes (Improved Find Comparable Sales I Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 75.00 128.00 0 ' $230.00 $16,215 Building Information Is Bed/Bath count incorrect? Click Here I# I Description I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall I Adj Value I Repl Value I Appendages http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193053900001110 11/28/2016 Revision O DEC 19 REC'9 City of Sanford Response to Comments U,"-- Building & Fire Prevention Division -A -RPh: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: Contact: Ph: 40 7-15- (0 9 3 IS' S Email: Trades encompassed in revision: � ,1 uilding ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Submittal Date I Q-1 1� -1 (10 V Fax: General description of revision: �1 5u6",4_�tPc1 QrVS -1Gr w-; ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building ��G' 17 CITY OF SANFORD T BUILDING AND FIRE PREVENTION DIVISION L 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PRONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3173 Date: 12/5/2016 Project Description: Shed (10x14) Contact Name: Manuel De Lopez Job Address: 2429 Laurel Ave Contact Email: none provided This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected plan sheets and/or supplemental information as requested. Permit submittals will not be accented without two conies. COMMENTS: 1. Sheds larger than 120 square feet require signed & sealed engineering. See submittal guidelines. FBC 107, Submittal Guidelines Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Shed / Gazebo Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Pe ---."Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. O Cok of ontract_ , §joeed by the I O the State of Florida (if contractor is eff attorney rom the licensed contractor if of his/her company to sign the permit application as the contractor. O Ce ificate of in compensation insurance coverage and naming the City of San d ificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). mpleted and signed Owner Builder Statement /Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). O She or Gazebo 10'x 12'or less: • Completed and signed Statewide uct Approval Specification Form. • o (2) copies of manufact s installation instructions. • (2) copies of ale ' drawing showing all framing details, foundation details, and meet all applicab de re rements (if applicable) • Commonly a ed construction practices with appropriate tie downs or; • ANSI / PA wood frame construction manual for one and two family dwellings. • WP Guide to wood con tion is high wind areas. • F rida State Department of Community Affairs Approved Building. Shed or Gazebo greater than 10' x 12': • Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category 1 buildings. • Completed and signed Statewide Product Approval Specification Form. • Two (2) copies of manufacturer's installation instructions. • Florida State Department of Community Affairs Approved Building. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 RECORD COPY ARROW STORAGE PRODUCTS" FLORIDA BUILDING CODE LETTER 1.c ►-: - - DEC 19 BY:--- 3 FOR ARROW SHEDS TO MEET CODE IN FLORIDA THEY HAVE 2 REQUIREMENTS ABOVE HOW THEY ARE BOXED: 1. THE SHED HAS TO BE SET ON AND ATTACHED TO A CONCRETE SLAB. IT HAS TO BE ANCHORED TO THE SLAB WITH HEAVY DUTY HURRICANE CONCRETE ANCHORS(BOUGHT LOCALLY). 2. THE SHED HAS TO BE REINFORCED WITH EXTRA WALL AND ROOF BRACES AND CHANNELS TO STRENGTHEN IT TO MEET FLORIDA'S HIGH WIND REQUIREMENTS. TIHIS SiTiRE�N`G HENING KIT -4 56 BE PURCHASED F:RO.M ARROW CUS�TiO.MER SER�UI.CE ARROW HAS A SPECIFICATION DRAWING THAT WE CAN MAIL; E-MAIL; OR FAX TO YOU. THIS DRAWING WILL NEED TO BE TAKEN TO YOUR LOCAL BUILDING CODE OFFICE FOR APPROVAL. IF YOUR CODE OFFICIAL APPROVES THE SHED THEY WILL ISSUE YOU A PERMIT. YOU CANNOT ASSEMBLE THE SHED UNTIL YOU HAVE THESE EXTRA FRAMING PARTS FROM ARROW. ARROW DOES NOT HAVE REINFORCEMENT KITS AVAILABLE FOR ALL MODELS BUT WE DO HAVE THEM AVAILABLE FOR THE SHEDS THAT THE STORES CARRY IN STOCK. SOME COUNTIES IN FLORIDA WILL NOT ACCEPT OUR STANDARD PRODUCT LINE. DADE; BROWARD; PALM BEACH; MONROE DO NOT ACCEPT. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 111 AND THE NORTH 1/2 OF LOT 112, FRANKLIN TERRACE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 78 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: MANUEL DEJESUS-LOPEZ; ABSOLUTE TITLE OF CENTRAL FLORIDA; WESTCOR LAND TITLE INSURANCE COMPANY LAUREL AVENUE SAFORD, FLORIDA 32771 NW Comer of Lot 108 Fnd. W Rebar (No Identification) ' Z 1 O�� N749) 0) co I N_— I � 0 3 Lot 110 t N 89°56'06" E(M) 128.68'(M) • I Find. 5/8' Rebar Fnd.'b' Rebar 118.17 (No Identification) 0.S• (No Identification) Z 0.0 O o G ( N N a N 26.6' d D ) t7 W N : O tND. 0 to to C d CL -, (D I Planter + Q '# x . q� Concrete Lot 111 m a g I c Q: ? N A! r -P A/C Pad a�! G .Zi,(D I a :::'::i:::'lD R :12.0 0 r�D •: Roofed CD I C,OnGete 4.4 ,12.0'•:•• R CD _ — — _ — N O O Driveway -\ O N 1/2 of a� v umy —Lot- 112 1e.3' u - ,,.,,• . Fnd. %a' Rebar Room ��i13:0:°': 6.0' I (No Identification) •0- 1&0Fnd. W Rebar 1'7 N 89°59'34" W(M) 128.87'(M) ° ° (No Identification) I 1 The Remaining Portion of Lot 112 ' l _ — Not Included in this Legal Description l l N l Ok to install 10 x 14 (140 square foot) shed as ��Ov� ��f�j�!� shown on plan. Meets area and dimension regulations for SR -1A zoning district. Shed must A • be setback a minimum of 10 feet from the side W E property line and a minimum of 4 feet from the d EKIG. D".", b . rear property line. S Graphic Scale Note: S. 16, 31Y 6 All Bearings Shown Hereon Scale: 1"=30' are *ASSUMED, Field Date: 7!19/2016 Date Completed:7/r/M16 Notes- lnereercenuylnel N,eowduySUNlyorthe above DowleodProperty I >Survey Is Based upon the Legal description Supplied by Client Tna ane Conedt m Ua Bnt of my Knowleepa and eedol u roomily Drawn By: B.K. FileNumberIS_30404>AnffingPropertiesDeedahaveNOTbeenResearchedforGaps, undwmyolroeuononthe Date shown. Based oninformationlumish'tou as Noted and Conforms to the Standards of Pnpico for Land end- Overlaps andfor Hihn Burwl B >Subject to any Easements andfor Restrictions of Record. N the State of Ftoedo In sarnrdenco wrh Chopter slt7.os2 Ftet40 c cent calculated PC • pant of Cuvab" >Bsartng Bests shown hereon, Is Assumed and Based upon Uhe Line Adminbrrowo Godes. Pursuant t 472 7 Florida 6tsturos. p aW Dernoled with a'BB'. �CIt B • COnt?slo aloclt F . Point of IMet.In � i " •'.`.`O CM • Concrola Monument P.O.B.. Point of Mirdano >Bullding Ties are NOT to be used to reconstruct Property Unes. 4 `f• cont - Concrete P.O.L . Polnl on Ura >Feoce Ownership Is NOT determined. 0 - OascrlpUorh PP • Power Po1a , ! t n h LTF! OE Orouspo Emsnard PRM . Powernem Rdsremo >Roof Overhangs, Underground Utilities andfor Footers have NOT been located UNLESS otherwise noted R chop 6637 LB 76; EcmL Eseomant Monument Patrick K. Irelan FEMA - Federal Emeryaney PT . point a Terpanty >Septa Tanks and/or Dralnfield locations are apprwdmate and MUST This SUrvey S Intend use of Said Certified Partit Manapamant Agency R Ra be vevfisd by appropriate Utility Location Companles This NOT VAUD UN and Emltussed vdlh Se FFE • Finished Floor Owetlon Red • Radial >Use of This Survey for Purposes other than Intended, Without Fad. • Found RbC • RaWr a Cap Written Verification, WUI be at tine treer•e Sob Rik and WbhoUt Ireland &Associates Surveying ]ria IP Iron Pipe Re¢ • Racovorsd Liability to the Surveyor. Nothing Hereon shell be Construed to give M - Ms ptasued'�) Rfd • Roofed ANY Rights or Benefits to Anyone Other than those CertlAed, t Nd0 - NW d Disk abet sw;Sat Rebar 78= >Flood Zone Determination Shown Heron Is Given as a Cauvery, and 1301 S. International Parkway Suite 2001 N.R. • Non-RodidTyp • Typksf Is Subject to Final Approval by F.E.MA This Determbnallon may be Lake MFlorida 32746 ORB Oleclal Record, Book UE • Utility Easement effected W a Flood Factors andfor other Information NEITHER known Mary, P Put . . Warn Meer by NOR given to this Surveying Company at the time of Wet Endeavor. www.irelandsurveying.com P.B. Put Book G • Delte (Canbw Argy Ireland d Associates Surveying Inc, and Ne sIgring surveyor assume o- woo° Fence -0- - Ch In Llnk Fenn NO Liabilityfor the Accuracyof this DoWrrJnatbn Off)ce-407.678.3366 Fax -407.320.8165 DEC 19 RECT h ! DESIGN CRITERIA: THE DESIGN SHOWN ON THESE DRAWINGS WITH STRENGTHENING KITS MEET TI4E REOUIRE:MENTS OF THE FLORIDA BUILDING CODE 2014. GRAVITY LOADS: DEAD LOAD: AS CALCULAI ED PER MEMBER LIVE LOAD: 20 PSF WIND LOADS: ULTIMATE DESIGN WIND SPEED' 160 MPH (FIGURE 1609C) RISK CATEGORY. I EXPOSURE C ENCLOSURE CATEGORY: ENCLOSED SEISMIC LOADS: RESERVED PER SECTION 1613. i MATERIAL SPECIFICATIONS: 1 PANELS: ASTM A625-76, Fy=50 KSI CHANNELS 8 j OTHER MEMBERS: ASTM A527-80, Fy=55 KSI BOLTS & SCREWS: ASTM A1018, Fy=30 KSI i ANCHOR BOLTS: ASTM A307, Fy=33KSI REINFORCING STEEL: ASTM A615.40, GRADE 40 WIRE MESH: ASTM A-185 CONCRETE: 2.500 PSI COMPRESSIVE STRENGTH Fd 28 DAYS ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1,000 PSF @ A DEPTH OF 1'A' � kir c �ev�.Qi �c�uc�yS _Type _NluuaaU W 0 Description - - -_ .hhodniumcvnlmsm_Iw 1\• RH 1 (• L•1+ I Ol`: UII - - _— _ :N i;H Mti �YALL - I:IR7 St_rengthenin_g Kit _ R. -)()F - t1R + F_URLIM HR RCKIF; 0 PURI IH Lor, Cite. 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U N vi, 11.1 rn F- c): Z a v:0 co O !� Z N �t . vl U J J to O W W Cj C4 t0 In to 04 cl) F J ^ Vv _ z vi to " W ti.l p�m0 a Q 61>< 6119/2015 01111/10 MAIM 0f 3 p ow le -W TYPICAL GABLE SHED FRONT ELEVATION TYPE A• f l 81 f IA I mIIU olmm rO11CIlT N 9/6 ( B I LZ--------- o 0+a" uwm 'A& .' •.1 DW W TYPICAL GAMBREL SHED FRONT ELEVATION TYPE "B' IIIIIIIIIIH1161:111•: a 1.1,11M.-TIMT 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. NW END +1 NRS+1 EQUAL SPACES 1L SPACES, CA, ru SIDEWALL ANGLE GIRT - 3 z REINFORCEMENT AT SIDING MODELS U N Z W Q CZ UOWDttoo m tENn Z y aZ 2O U - Q Cz3o� oJ0 UZ20 '-1 am aI�cvla w,.n M.oa I s• w J. D TYPICAL TYPES 'A' SIDEWALL ELEVATION dt "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. NW END +1 NRS+1 EQUAL SPACES 1L SPACES, CA, ru SIDEWALL ANGLE GIRT - 3 z REINFORCEMENT AT SIDING MODELS U N Z W Q CZ UOWDttoo m tENn Z y aZ 2O U - Q Cz3o� oJ0 UZ20 '-1 am aI�cvla w,.n M.oa I s• 9 19/32" TYP. ?OC 1 1/4" 8' REF 28 3/4' TYPICAL WALL do ROOF PANEL NI.IutlM PMI I IIN:<IRLt • P Dort' 0.473" 0.717' 2 N I I o NNNI•IN 1'Allll IIIc rMN • OIIM1U' 1.306" 23.503" I i TYPICAL SIDING PANEL =. #10 MACHINE SCREW WITH NUT I 1 ! WALL OR ROOF PANLES ROOF BEAMST #10xl/2"SMS I n #10 MACHINE SCREW WITH NUT CUT INSIDE FLANGE Al CORNER #8 SCREWS 0 8"O.C. ROOF PANEL �#10 SCREWS 7/8"x7/8" WALL PANEL X.017' ANGLE ® WALL CHANNEL CORNER CONNECTION 16 1.03 Q I I 1" BEAM SUPPORT C33/4x1 CHANNEL aaom.anlr O amr naoas.nmr I• L1x1x0.028" •61� � WALL OR CHANNELS BEAMS ONLY W/ #10 F BRACE 0 ROOF `BOLT VERTICAL I I M 1 "x4"x0.023' OR MACH. SCREWS do NUTS ANGLE TO GABLE ` , • PANEL RETURN 1'x2'xO.023' • SECTION SECTION I DOOR TRACK nOCom.omr 3/8"010" LONG ANCHOR BOLTS® 24'• O.C. 0 SIDE AND BACK WALLS. 12" MAX O.C. ® FRONT WALL. EMBEDMENT DEPTH = 7". + ALTERNATE ANCHOR: HILTI KWIK BOLT TZ 3/8"0x5" LG CONCRETE ANCHOR W/ #8 SMS 2 1/2' EMBEDMENT ® 8"O.C. i FINISHED GRADE ` lop. • : •. • c WALL z S. 6x6-10/10 WELDED WIRE MESH •I PANEL - ALTERNATE: #3 BARS ® 18"O.C. EA WAY lk g4 BARS CONTINUOUS • U M SECTION SECTION SECTIO 4.563" DOOR JAMB n000Q1•4nlr 2.193" c,I,IF TYPICAL FLOOR FRAME mOwm.=W : END PANEL TRACK C3/4x1 EA. RIB W/ #8 SMS 0 8" O.C. (FRONT WALL ONLY) • PANEL FRAME / L3/8"F ANCHOR BOLT J/ (SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) SECTION ALTERNATE ANCHOR: HILTI 3/8" KB TZ ���L ROOF BM noam•aelrOomr 73 % X X e) cli v v v � M N STANDARD CHANNELS noon-oalr WALL PANEL %DOOR r-C3/4x1 EA. RIB / JAMB L-C3/4x 1 ® 8' O.C. ATTACH C3/4x1 W/ #8 SMS ® 8" O.C. SECTI�7 i CU N ? F N W . N OW ((0N 1V)ZY < a Z§ U z 1` 0 Zj2 LL �.o O'• V co w a .:•W, Z U J to a w tz in I C4 T N Z in O W z mo n/ _ ALL/. a I.L.. Q i I I aro 6/19/2015 CROW WAMM 3 i ora I s 6wner's Manual & Assembly Instructions `- t ! DEC 19 REC') Model No.'BH.'--57 BEEF UP KIT FOR 10'x14' HIGH GAMBREL BUILDINGS--.� . ARROW This Beef Up Kit is required to meet certain building code requirements relating to wind and snow load factors. It accomplishes this by providing additional framing support pieces. The parts provided in the kit are related to the standard model building so you should referto both the standard assembly instructions and this booklet when assembling your building. Various parts must be notched as shown in the following steps, prior to assembly on the building. Wear work gloves, eye protection and long sleeves when cutting and handling the metal parts. Parts and Parts List: Check to be sure that you have all the necessary parts for your Beef Up Kit. All part numbers can be found on the parts. All of these numbers must agree with the numbers on the parts list. If you find that a part is missing, include the model number of this kit and contact: Arrow Group Industries, Inc. Customer Service Department Route 50 East Breese, Illinois 62230 1-800-851-1085 706760805 #16-3173 �J\\.DING SPNrovtO OFPAR�` Parts List Parts in Carton One & Carton Two Assembly Key No. Part Number Part Description Quantity in Cartons Check List 1 2 3 4 5 6 7 8 9 10 6227 6268 6278 6959 7977 9557 9626 9627 9628 9629 Roof Beam Brace Side Wall Channel Vertical Door Brace Gable Brace Front Wall Channel Rear Wall Channel Roof Beam (4") Roof Beam (4"-380) Gable Brace Gable Brace 4 12 6 4 8 8 12 2 4 4 Hardware 65004 65103 65923 66611 #8Ax5/16"Screw (358) #8-32HexNut(478) #8-32x3/8" Bolt (478) #10Ax1/2"Screw (216) u 65106 #10-32 Square Nut (95) Q 0040 0 O -O- 65943 66646 #10-32x7/16" Bolt(95) Washer(600) (15 sheets of 40) 3 Tools The following tools are required to complete the installation of this Beef Up Kit in your building in addition to those listed in the standard manual for this building. Tin Snips Drill Drill Bits (Heavy Duty) 7/32" -1/8" - 3/32" Diameters 4 * Parts Needed For * ° 6268 Side wall Channel (twelve) ' Step 1 Wall Channel Assemblies `9557 Rear Wall Channel (eight) urns MWMJ The wall channels reinforce the walls. These pieces will later be installed on the side and rear walls. Proceed as follows: 1 Position two side wall channels back to back and fasten channels together using #8-32x3/8" bolts and hex nuts in double sets of holes approximately 12" apart along length of channels. Leave four end holes on each end open for later installation. Make six assemblies. 2 Repeatthis procedure with rearwall channels. Make three assemblies. 3 Overlap two remaining rear wall channels in a box style mannerand fasten channels together using #10Ax 1/2" screws in the holes on the side with the notches only, every 8" apart, along length of channels. 12" (ap�prox`. j) _i t STEP Do not put bolts & nuts into four end holes at this time LI " 9626 Roof Beam (twelve) • ' * Parts Needed For * • 9627 Roof Beam (380) (two) Step Z Roof Beam Assemblies ' 10386 Roof Beam (eight) (from standard building) Lrrw The roof beams join the two gables and support the roof panels. These pieces will later be installed. Proceed as follows: NOTE: This step to be done in conjunction with Step #3 in the standard assembly instructions for this building. 1 Position two roof beams back to back and fasten beams together using #8-32x3/8" bolts and hex nuts in double sets of holes approximately 12" apart along length of beams. Leave two end holes on each end open for later installation. .9W Make four assemblies with two #9626 beams back to back. ' ow Make one assembly with four #10386 beams, sup- plied with the standard building, back to back. ow Make two assemblies with one #9626 beam and one #9627 beam back to back. ew Make two assemblies with two #10386 beams, sup- plied with the standard building, and one #9626 beam back to back. 2Modify two assemblies (10386 and 9626 combo) as .follows. Measure 18 1/8" from end and locate hole in #9626 roof beam. Using a 7/32" diameter drill bit, drill through hole into #10386 roof beam. Repeat on each end. 2 TI' 4° —L 10: Do not put bolts & nuts into two end holes at this time • , , * Parts Needed For Ste 3 Vertical Door Brace ' 6278 Vertical Door Brace (six) UM p Installation The vertical door braces reinforce the doors. Follow these steps for both doors. NOTE This step to be done in conjunction with Step #19 in the standard assembly instructions for this building. NOTE The vertical door braces packed with the standard building are not required to meet Beef Up Kit installation. Heavier braces packed with this kit must be used. 1 Using tin snips, notch door handle brace #3719 packed with the standard building 1" wide to match notch on opposite end of brace. 2Position three vertical door braces on door as shown. 3Temporarily fasten top and bottom of vertical door braces through holes in door with #8-32x3/8° bolts and hex nuts as marked. Add additional notch Existing notch Brace dQW � , STEP 2 Use six holes circled for temporary fastening 7 Step 3 continued.... UM 4With a 7/32" diameter drill bit, drill two holes through door handle holes into vertical door brace. 51n the door over the center vertical door brace use a 3/32" diameter drill bit and drill four holes evenly spaced between existing holes of door. 61.1sing the pattern and spacing on the center vertical door brace, drill seven holes through door and into the vertical door brace away from the door handle holes, with a 3/32" diameter drill bit. ?Using the pattern and spacing on the center vertical door brace, drill six holes (do not need one between the two handle holes) through door and into the vertical door brace behind the handle holes with a 3/32" dia. drill bit. Install the door handle brace and handle to the door as outlined in Step #19 of the standard assembly instruc- tions for this building. 9Fasten the three braces to the door using #8Ax5/16" screws. 1 ORemove temporary bolts and nuts at the top and bottom of the door and install the horizontal door braces and lower door guides as outlined in Step #19 of the standard assembly instructions for this building. Repeat on the opposite door. STEP 4 STEP �0 STEP 7 Drill 3/32° dia. .. STEP 9 Drill (2) 7/32" dia. holes through the vertical door brace fordoor handle holes (11) circled holes are existing holes in door STEP 5 STEP 6 " Parts Needed For • • Side Wall Channel Assemblies (two) Step4 MiWall Frame •Rear Wall Channel Assembly (one) UM Installation NOTE This step to be done in place of Step #7 of the stan- dard assembly instructions for this building. 1 Cut 2"x2" notches in one end of the six side wall channel assemblies to allow doors to open fully. When installing these side wall channel assemblies, you mustput the notched ends in the front comers of the building. (Two of these assemblies will -be used in this step, the other four will be used in Step #6.) 2Fasten the side wall channel assemblies across the middle of the side panels using #10Ax1/2" screws and washers. 3Position the rear wall channel assembly across the middle of the 2" 2" 4Fasten the overlaps of the side and rear wall channel assemblies in the corners with four #10-32x7/16" bolts and square nuts. 5Add two #10-32x7/16" bolts and square nuts to the second set of holes in the side channel assemblies at the front corners. 6With a 1/8" diameter drill bit, drill holes into the rear wall channel assembly through the existing holes in the middle of the rear panels and fasten using #10Ax1/2" 9 • , . , , * Parts Needed For Step5 (Upper) Rear Wall Channel ' Rear Wall Channel Assembly (Box Style) (one) „.,.,o Assembly Installation NOTE This step to be done in conjunction with Steps #8 & #9 in the standard assembly instructions for this building. NOTE Each E screw and bolt in the wall requires a washer. 1 Replace the (upper) rear wall angle with (upper) rear wall channel assembly #9557 (assembled in a box style manner). 2With a 1/8" diameter drill bit, drill through the holes in the top of the wall panels and into this (upper) rear wall channel assembly and fasten with #10Ax1/2" screws and washers. 31nstall remaining top frames packed with*the standard building as outlined in Step #8 of the standard assembly instructions for this building. 41nstall the wall panels to the frames as outlined in Step #9 of the standard assembly instructions forthis building with the following exception. 5To install the two wall panels on the rearof the building, you must drill 1/8" diameter holes into the (upper) rear wall chahnel assembly and (mid) rear wall channel assembly as described in item #2 of this step and fasten with #10Ax1/2" screws and washers. 10 STEP 2 STEP 1 * Parts Needed For • * Side Wall Channel Assemblies (four) Step 6 SecondaryM�d Wall Channel * Rear Wall Channel Assemblies (two) Mi Assemblies Installation NOTE This step to be done upon completion of Step #9 in the standard assembly instructions for this building. 1 Divide the length of the wall panels into fourths (15 1/2") and mark top and bottom (middle frames already installed in Step #4). 2Position pre -assembled side and rear wall channel assemblies at these marks and drill 1/8" diameter holes through the wall panels and into the channels. Place these on the same spacing as the screws holding the side and rear wall channels previously installed in Step #4 of these Beef Up Kit Instructions. M 317asten the wall channels to the wall panels using #10Ax1/2" screw and washers. 417asten the overlaps of the side and rear wall channel assemblies in the corners with four #10-32x7/16" bolts and square nuts. 5Add two #10-32x7/16" bolts and square nuts to the second set of holes in the side channel assemblies at the front comers. 11 • * Parts Needed For Step7 (Vertical) Front Wall ' 7977 Front Wall Channel (eight) �3Z Channel Installation The (vertical) front wall channels reinforce the front walls. Follow these steps for both sides of the building. NOTE This step to be done after completing Step #10 in the standard assembly instructions for this building. 1 Measure the length of the doorjambs installed on your building. If door jambs measure 71 1/4" continue to the next item of this step. If the doorjambs; do notmeasure 71 1/4" long you must cut with tin snips the (vertical) front wall channels to be the same length as the doorjambs. 2Slide the (vertical) front wall channels down inside the ribs of the front wall panels, quantity of four on each side. 3With a 3/32" diameter drill bit, drill holes on 8" centers .through the ribs of the front wall panels into the (vertical) front wall channels. For the (vertical) front wall channel behind the door jambs you will drill through the door jamb (vertu 4Fa: (vertu wash Repe Comer Panel Front Wall Panel Door Jamb 12 TOP VIEW • Roof Beam Assembly (10386) (one) ,. *" 0 Roof Beam Assemblies (10386/9626 combo) (two) Parts Needed For . Step �• 6227 Roof Beam Brace (four) Roof Beam Installation , 9628 Gable Brace (four) 8629 Gable Brace (four) U713 • 6959 Gable Brace (four) NOTE This step to be done in conjunction with Steps #12 & 13 in the standard assembly instructions for this building. 1 Install gables as outlined in Step #12 in the standard assembly instructions for this building. • Roof Beam Assemblies (9626) (four) ' Roof Beam Assemblies (9626/9627 combo) (two) Double 10386 Roof Beam ssembly STEP Z�l2 21nstall the four 10386 roof beam assembly in the middle of the building as outlined in Step #13 in the Dou6��03$�62fiCombo '�""—`----� Roof Beam Assemblies standard assembly instructions for this building. Use #10-32x7/16" bolts and square nuts to fasten the roof �r STEP beam to the legs of the gables and braces. 10386 9626 962610386 3 31nstall the 10386/9626 combo roof beam assem- blies at the break where the large and small gables ar( fastened togetheras outlined in Step #13 in the standar( assembly instructions for this building. Use #10-32x 7/16" bolts and square nuts to fasten the roof beam to th( legs of the gables and brackets. NOTE [Install with the 10386 beam toward the outside of the building. 41nstall two 6227 roof beam braces supplied with th( standard building as described in Step #13 of the stan dard assembly instructions for this building. Jrinstall four additional 6227 roof beam braces to th( two outer roof beam assemblies using #8-32x3/8" bolts and hex nuts. 6Temporarily fasten two right and two left roof panels to the gables as outlined in Steps #14, #15 & #17 in the standard assembly instructions for this building. 7Position 9628 gable brace approximately 1/3 from 10386 main center beam assembly and the 10386/9626 combo assembly on inside of gables with leg pointing toward the center of the building. Mark three holes and with a 7/32° diameter drill bit, drill three. holes.into the face of the gable. /3 9628 Gable Brace 1/3 STEP 7 13 Step 8 continued.... $Fasten 9628 gable brace to the gable using #10-32x 7/16" bolts and square nuts. NOTE Repeat items #7 and #8 on the other three gables. 9Position 9629 gable brace approximately 2/3 from 10386 main center beam assembly and the 10386/9626 combo assembly on the inside of gables with the leg pointing toward the center of the building. Mark three holes and with a 7/32" diameter drill bit, drill three holes into the face of the gable. I OFasten 9629 gable brace to the gable using #10- 32x7/16" bolts and square nuts. NOTE Repeat items #9 and #10 on the other three gables. 11 Position 6959 gable brace centered between the outer roof beam and the upper side wall angle on the inside of gables with the leg pointing toward the center of the building. Mark two holes and with a 7/32" diameter drill bit, drill two holes into the face of the gable. 12Fasten 6959 gable brace to the gable using #10- 32x7/16" bolts and square nuts. NOTE Repeat items #11 and #12 on the other three gables 13Using Step #13 from the standard assembly instruc- tions for this building as a guideline install the four sets of double 9626 roof beam assemblies to the 9628 and 9629 gable braces using #10-32x7/16" bolts and square nuts. 14Repeat item #13 using the two sets of 9626/9627 combo roof beam assemblies to the 6959 gable brace sin#10-32x7/16" bolts andsquare nuts. NOTE Make sure the 9627 roof beam of this combo is toward the outside of the building when installing. 14 1/3 1/3 9268 Gable Brace 1/3 STEP Il I i . I STEP 9 9629 Gable Brace STEP 10 STEP 11 I � STEP 6959 Gable Brace 12 Gable Brace • 9629 Gable Brace STEP 9626 Roof Beam Assemblies 9626/9627 Combo Roof Beam Assembly with 9627 toward outside of the building 6959 Gable Brace STEP 14 J" Step 9 Roof Panel Installation UTIS NOTE Each screw and bolt in the roof requires a washer. 1 Remove two of the fou r roof panels that were temporar- ily fastened in Step #8, item #6 of these Beef Up Instruc- tions. Leave on the right roof panel at the back right corner and the left roof panel at the back left comer. 2Fasten this right roof panel to the 10386 beams (la- beled #1 and #4 in the diagram) using #8Ax5/16" screws and washers. 3Using a 3/32" diameter drill bit, drill holes through the roof panel and into the 9626 and 9627 roof beams (labeled #2, #3 and #5 in the diagram). Place these holes on the same spacing as the existing holes used to tie the roof panel into the roof beams (labeled #1 and #4 in the diagram). Fasten the roof panel to the roof beams in these new holes using #8Ax5/16" screws and washers. 0 41nstall the remainder of the roof panels as outlined in Steps #15, #16 and #17 of the standard assembly in- structions for this building with the following exception. NOTE As described in item #3 of this step you must drill 3/32" diameter holes and fasten with #8Ax5/16" screws and washers to the additional roof beams labeled #2, #3 and #5 in the diagram. Place these holes on the same spacing as the existing holes used to tie the roof panels on to the roof beams labeled #1 and #4 in the diagram. Existing Holes Drill new holes with 3/32° dia. drill bit W i 15 Uwner's Manual & Assembly Instructions 5001 Model No. DEC 19 REC'0 C01014 -C1❑ DG1014-B10 DK1014-B1 El LX1014-C10 RV1014-B1❑ TSC1014-A10 VS1014-Cl[] VY1014-Al[] WV1014-C1 ❑ YT1014-C1 ❑ Foundation 697.68604 -Al D 697.68630 -Al El 697.68756 -Dl El 13 CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES I TO AVOID A MISHAP. FOR SAFETY SAKE, PLEASE READ 714700108 SAFETY INFORMATION PROVIDED IN THIS MANUAL BUILDING DIMENSIONS 'Size rounded off to the nearest foot BEFORE BEGINNING CONSTRUCTION. WEAR GLOVES WHEN HANDLING METAL PARTS. Exterior Dimensions Interior Dimensions Door *Approx. Foundation Storage Area (Roof Edge to Roof Edge) (Wall to Wall) Opening Size Size Sq. Ft. Cu. Ft. Width Depth Height Width Depth Height Width Height 10' x 14' 121"x1601/4" 129 852 1231/4" 1623/4" 877/8" 1181/4"1571/2" 865/8"551/2" 60" 3,Om x 4,Om 307cm x 407cm 12,Om2 24,1m' 313cm 413cm 223cm 300cm 400cm 220cm 141cm 152cm BEFORE YOU BEGIN.... Owner's Manual Before beginning construction, check local building codes regarding footings, location and other requirements. Study and understand this owner's manual. Important information and helpful tips will make your construction easier and more enjoyable. 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 Frame 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 a 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. -If 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 1-800-851-1085 -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 PLAN AHEAD.... 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 together to assemble your building. One person can position parts or panels while the other is able to handle the fasteners and the tools. Tools and Materials: These are some basic tools and materials 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. Required • Eye Goggles • No. 2 Phillips Screwdriver (With Hardened Magnetic Tip) Note: A power screwdriver or vari- able speed drill with Phillips -tip at- tachment can speed assembly by as much as 40%. Required • Work Gloves • Step Ladder • Utility Knife / Scissors • Pliers • Carpenter's Level • Tape Measure 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 sure there 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.... I A4 Safety precautions are important to follow throughout the construction of your building. *Care must be taken when handling various pieces of your building since some contain sharp edges. Please wear work gloves, eye protection and long sleeves when assembling or performing any maintenance on your build- ing. sharp carp edge *Keep children and pets away from worksite to avoid distractions and any accidents which may occur. *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 *Practice caution with the tools being used in the assembly of this building. Be familiar with the operation of all power tools. *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. M CARE &MAINTENANCE.... A5 %Vch 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 roof clear 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. Doors: Always keep the door tracks clear of dirt and other debris that prevent them from sliding easily. Lubricate door track annually with furniture polish or silicone spray. Keep doors closed and locked to prevent wind damage. Fasteners: Use all 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. 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. Combustibles and corrosives must be stored in air tight approved containers. Keep this Owner's Manual and Assembly Instructions for future reference. 5 ACCESSORIES.... A6 W1:B ROOF STRENGTHENING r� (heavy snow load) KITS - Extra roof beams and gable braces designed for added protection against heavy snow accumulation. Increases the strength of your roof by 50%. ANCHOR KITS Model No. AK4 Anchor Kit contains heavy-duty steel augers, 60'(1 8m) 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. Each kit contains heavy duty,'! I ; • hot -dipped galvanized steel corner gussets and 4 earth anchors. TOOL HANGING RACK Model No. TH 100 The perfect tool organizer. Twin 25 1/2" (65cm) steel channels plus five heavy-duty snap -in hangers and a small tool holder foi 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 2,77,77.. MODELS FB47410, F65465, F131 06-A FB 109-A and FB 1014-A A simple newfloorframe 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 workbench. Will hold up to 250 lbs. (113kg) evenly distributed. Model No. Fits Shipping Weight AT101 10' Long, 250 lb. (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 organize storage 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. THIS PAGE WAS LEFT BLAND INTENTIONALLY THIS PAGE WAS LEFT I EDI WMAI �. , INTENTIONALLY Foundation The Foundation For Your Building OPTION 1: ARROW FLOOR FRAME KIT: (Order No. FB1014-A or 68387-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 KITas an effective method of securing the building to the 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: • 2 x 4's (5cm x 10cm) Pressure Treated Lumber • 5/8" (1,5cm) 4 x 8 (122cm x 244cm) Plywood -exterior grade • 10 & 4 penny 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/61 cm) 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 • We recommend for a proper strength concrete to use a mix of: 1 part cement • 3 parts pea sized gravel • 21 /2 parts clean sand Prepare the Site/Construct 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 1 x4 (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. Note: Finished Slab dimensions, with lumber removed. 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 or60298) 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. A . OVERTHEBEAMs AND INTO THE GROUND Arrow Anchoring Kit: (Model No. AK100or68383) Recommended for use with the concrete foundation. Contains: Corner gussets, perimeter clips, hardware, 1/4" masonary drill bit and installation instruction. 10 � 1 G ;Y'" r►u► 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. �91 65103 #8-32 Hex Nut (246) Hardware Remove from bag of screws and save for the last step T 65900A #10Bx1/2" Black Screw (8) (Packed with Screws) T 65923 #8-32x3/8" Bolt (246) T 65004 #8Ax5/16" Screw (446) 66646 65109 67468 66045 Washer(499) #8-32 Acorn Nut (4) Peak Cap (6) Handle (2) (13 sheets of 40) (Packed with Screws) (Arrow Logo) 0 c� 000 0 _ o 0 66183 66769 66382 Roof Trim Cap 6228 Door Slide (4) Lower Door Guide (4) (2 right & 2 left) Track Support(2) 67545 21' Weather Stripping (1) 67293 10' Weather Stripping (1) 11 IS012 Parts List Assembly Key No. Part Number Part Description 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 3719 9373 6020 6108 6109 6114 6115 6188 6189 10497 6278 6515 6538 10475 10475 9369 67521 6015 6403 6797 6869 6892 6893 9366 5986 10389 10388 9365 6085 6227 10386 6636 10391 8936 10387 9367 8934 Door Handle Brace Front Wall Panel Corner Panel Large Right Gable Large Left Gable Small Right Gable Small Left Gable Right Roof Panel Left Roof Panel Horizontal Door Brace Vertical Door Brace Wall Panel Roof Panel Right Door Left Door DoorJamb Edge Trim Side Roof Trim Door Track Splice Ridge Cap Ridge Cap Right Side Roof Trim Left Side Roof Trim Door Track Rear Wall Angle Rear Wall Channel Side Wall Channel Front Wall Channel Roof Beam Bracket Roof Beam Brace Roof Beam Gable Brace Side Wall Angle Rear Floor Frame Side Floor Frame Front Floor Frame Ramp 2 2 4 2 2 2 2 2 2 4 2 12 8 1 1 2 2 2 1 6 3 2 2 2 2 2 4 2 4 2 8 2 4 2 4 2 1 12 Assembly by Key No. SOI? 13 Ram • Parts Needed For 0 0 9367 Front Fl Step 1 •9367 Front Floor Frame (2) Floor Frame Assemblies 0 8936 Rear Floor Frame (2) • 10387 Side Floor Frame (4) 5014 The front floor frame is made up of three pieces. The side floor frames and the rear floor frame are made up of two pieces. The holes in these pieces will align when the pieces are positioned with correct amount of overlap. The illustrations below show the properoverall length forthe sides, rear and front. Proceed as follows: 1 Place the front floor frames as shown. Center the ramp, with drain holes facing outside, on top of the two front floor frames. Join the frames by inserting eight screws. 2 Overlap the side floorframesand the rear floor frames as shown. The holes in these pieces will align when the pieces are positioned with cor- rect amount of overlap. See the illus- trations below for the proper overall length of the side and rear floor frames. Join the frames by inserting four/five bolts into each frame set as shown. 3 Double check the length of each and set these pieces aside for later use. 14 9367 8934 9367 0: STEP9Q 9T Front Floor I 8934 ??1 1 Frame Assembly 119 3/8" 3,Om 9367 ii i I 9367 DRAIN HOLES FACE OUTSIDE -6 10387 � ® Side Floor Frame 158 5/8" 4,Om STEP I I � 10387 2 ®b®8 ee1MT Rear Floor Frame 119 3/8" 3,Om 8936 I'I I 8936 ®�'e eq 158 5/8" 4,Om Sides 158 5/8" 4,Om 119 3/8" 3,Om � Front & Rear 119 3/8" 3,Om • Parts Needed For • 0 5986 Rear Wall Angle (2) Step 2 •10389 Rear Wall Channel (2) Frame Assemblies 0 10388 Side Wall Channel (4) SW • 10391 Side Wall Angle (4) The main frame pieces reinforce the walls. These pieces will later be in- stalled in the center and at the top edge of the side walls and the rear wall. Proceed as follows: 1 Overlap the rear wall channel pieces as shown in the figure and fasten the two pieces together with eight bolts as shown. 2 Make two side wall channels by overlapping the side wall channel pieces as shown. Fasten each set together with eight bolts as shown. Rear Wall Channel 10389 1181/8" 3,Om 10389 a Side Wall Channels 157 3/8" 4,Om 3 Overlap the rear wall angle 5986 Rear Wall Angle pieces as shown in the figure and••••. 1181/8" 3,om 0o e, fasten them together with one bolt in the center hole. V,598s 4 Make two side wall angles by overlapping the side wall angle pieces as shown. Fasten each set together with one bolt thru the sec- ond large hole from the end of each part. rJ Set the assemblies aside. You will use them later. 10391 Side Wall Angles 157 3/8" 4,Om 0 �. 10391 Ulm Rear Wall Channel 1181/8" 3,Om Side Wall Channels 1573/8" 4,Om (2 Assemblies) Rear Wall Angle 1181/8" 3,Om Side Wall Angles 1573/8" 4,Om (2 Assemblies) 00000 STEP 5 15 Step3 9 Parts Needed For 9 •10386 Roof Beam (8) Roof Beam Assemblies S016 The roof beams join the two gables and support the roof panels. The main roof beam is made up of four pieces overlapped back to back at the cen- ter. The left and right roof beam as- semblies are made up of two pieces. Hint: These pieces are force -fitted, so you may have to press hard to join them together. 1 Place the end of one roof beam inside a second roof beam so that the six holes in each piece align. Make four sets of roof beams by repeating this procedure. Do not insert bolts yet. 2 Take two of the pressed -together roof beams and join them as shown to form the main roof beam assembly. Hold the assembly together and fas- ten with 14 bolts. Build only Doubled Beam Assembly. 3 Fasten the other two pressed - together roof beams with eight bolts to make the left and right roof beam assemblies. 4 Set these pieces aside for later assembly. 16 10386 10386 Roof Beam 159 3/8" 4,Om STEP 1 STEP 2 ASSEMBLED END VIEW 10386 l r' � 111 10386 STEP 3 Build one Doubled Main Roof Beam Assembly for Peak in Roof T 10386 ` 10386 159 3/8" 4,Om Build two Single Beam Assemblies for Break in Roof 159 3/8" 4,Om Step4 • Parts Needed For 0 •6403 Door Track Splice (1) Door Track Assembly 0 9366 Door Track (2) A17 I The door track assembly supports the sliding doors and reinforces the front wall. It is made up of three pieces. 1 Using the door track splice, (painted), join the door track (galvanized) pieces end-to-end as shown. 2 Insert four screws from the under- side only. Hint: The holes in the top side of the doortrack assembly are for fastening the gable to the top of the front wall in a later step. 3 Position door slides onto the legs, from the end of door track assembly, as shown in the end view. 4 Set this piece aside for later use. IN000 00 END VIEW 66769 000°0p NOTE: Door Track Splice (painted part) STEP STEP 1 2 6403 1181/8" 3m Long Leg on Top 9� Short Leg on Bottom 9366 STEP STEP 000"V° 000 00 3 4 17 Step 5 sols 1 Place the floor frame pieces that you assembled earlier on the foun- dation. Assemble the four corners of the floor frame using two screws at each corner as shown. At the front corners fasten bolts through from the bottom with nuts on top. 2 Measure the floor frame diago- nally. When the diagonal measure - • Parts Needed For • Floor Frame STEP • Front Floor Assembly (1) • Side Floor Assembly (2) • Rear Floor Assembly (1) RIGHT T REAR T 10387 � 1 -1 I I 8936 When Diagonal Measurements are Ecival the Floor Frame 18 Step 6 • Parts Needed For 0 •6515 Wall Panel (2) • 9373 Front Wall Panel (2) Corners • 6020 Corner Panel (4) solo 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 com- plete.the assembly today. A partially assembled building can be severely damaged by light winds. Each screw and bolt in the wall re- quires a washer. 1 Position a corner panel at the corner of the floor frame as shown. The widest part of each corner panel must be placed along the side of the building for all four corners. Fasten the corner panel to the floor frame with one screw. Support the corner panel with a step ladder until a wall panel is attached. 2 Attach the front wall panels to the front corner panels, as shown. A small gap will exist between front wall panel and ramp. 3 Attach the wall panels to the rear corner panels, as shown. NOTE Be careful to install the correct panel in each position as shown 4 Double-check the part numbers of the wall panels, before proceeding. The floor frame must be square and level or holes will not align. STEP 1 w C f -t 6020 Narrow /001 Side FRONT SIDE STEP6515 Q 60200 020 6515 6020 9373 I 9373 UL_JII. III 11rW v -o Washer V Panels rest on el frame as shown 19 (Step 7 S020 The mid frame pieces give rigidity to the side and rear walls. 1 Fasten the rear wall channel across the middle of the rear wall using screws. 2 Fasten the side wall channels across the middle of the side panels using screws. Fasten overlaps in rear corners with bolts and nuts, at two locations. See the figure. NOTE The wall channels behind the front wall panels will be installed in a later step. • Parts Needed For • 0 Rear Wall Channel Assembly (1) Mid Frames • Side Wall Channel Assembly (2) 20 rtY01V Step 8 SON The top frame pieces give rigidity to the walls and provide a surface for attaching the gables which support the roof. 1 Fasten the rear wall angle across the inside top of the rear wall using screws. 2 Fasten the side wall angles across the inside top of the side panels us- ing screws. Side wall angles must overlap rear wall angle in corners. 3 Fasten the door track assembly (holes on top) across the top of the front wall panels using screws. See the figure. • Parts Needed For • 0 Door Track Assembly (1) • Rear Wall Angle Assembly (1) Top Frames • Side Wall Angle Assembly (2) Opening facing in Short Leg on Bottom 21 Step 9 .%22 Each wall panel has a crimped rib on one side. The crimped rib should go under the rib of the panel that follows it. 1 Locate all of the wall panels and set each one alongside the building. 2 Fasten the wall panels at the top and bottom with screws. 3 Fasten the center of each panel to the wall channel with screws. 4 Fasten overlapping ribs as before. 99 • Parts Needed For • 0 6515 Wall Panel (10) Wall Panels STEP 4 Detail Showing Center of Panel Screwed to Wall Channel Bolt and nut does not go thru wall channel at overlap Step1Q • Parts Needed For 0 •9369 Door Jamb (2) Front Channel/Door Jamb 0 9365 Front Wall Channel (2) S0+7 The door jambs reinforce the door opening and provide an attractive trim. Follow these steps for both door jambs. 1 Fasten the front wall channels in their positions between the end of the side wall channel and the cor- ner panel using screws. Do not put a screw in the hole at the end be- hind the door opening at this time. 2 Fasten a door jamb to the front panel with two bolts, nuts and acorn nuts, as shown. 3 Fasten the center of the door jamb to the front wall panel and the front wall channel with two screws. 4 Fasten the top of the doorjamb 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. INSIDE OF BUILDING STEP 2 (2) bolts TOP VIEW Door Track Acorn Nut 9369 / Bolt Front Wall Channel Hex Nut �e --- TOP VIEW Cross -Section Top View Front Wall Channel Acorn Nut 9369 Screw w / Screw STEP 3 TOP VIEW DoorTrack 1 Screw Screw I.4 • 6108 Large Right Gable (2) • Parts Needed For 0 •6109 Large Left Gable (2) Step 11 • 6114 Small Right Gable (2) Gable Assemblies • 6115 Small Left Gable (2) S024 • 6085 Roof Beam Bracket (4) The gables go on top of the front and rear walls to support the roof beams. NOTE The gables are packed nested together and might be mistaken as one piece. Carefully separate them before continuing. 1 Apply edge trim to the edge of the large left gable and the large right gable, cut to length. 2 Join the large gables to the small gables on the left and right sides using four bolts, washers and nuts on each side. This part of the gable is called the outer gable leg. 3 Attach the four roof beam brackets to the outer gable legs us- ing two bolts in the two bottom holes of the four holes that align. 24 67521 Edge Trim (Plastic Piece) pn 1, 0 o p 0 0 l� m 0 II i 6109 7-6115 Washer STEP STEP � 1 2 6108 6114 ° STEP 3 6085 Roof Beam Bracket. A • Left Gable Assemblies (2) Step12 0 Parts Needed For 9 • Right Gable Assemblies (2) Gables/Roof Beams 0 Single Roof Beam Assemblies (2) • 6636 Gable Brace (2) s02s 1 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. 2 Fasten the single roof beam to the outer gable leg as shown using bolts. Hint: The holes along the length of the beam must be on the top surface. Repeat Step 1 for the opposite side of building. 3 Join the left and right gables together with a gable brace using a bolt in the second hole from the bottom only. Do this sten for hoth frc RE bL 25 Step13 • Parts Needed For 0 0 Main Roof Beam Assembly (1) Roof Beam/Braces 06227 Roof Beam Brace (2) SO_'6 1 Fasten the track supports to the front gable assembly only, as shown. 2 Wrap the weather stripping tape around the two joined edges of the large left and right gables. See dia- gram. Cut the weather stripping to length and repeat on next gable set. 3 Spread the two halves of the double roof beam and fasten to the gable brace of the front gable. 4 Fasten the other end of the double roof beam to the gable brace of the rear gable. rJ Fasten a roof beam brace to the double roof beam behind the front gable by placing the tab on the end of the brace between the roof beams. Align the tab with the fourth hole and fasten the brace with a bolt and nut. 6 Fasten the lower end of the roof beam brace to the track support with a bolt and nut. 7 Fasten a roof beam brace be- tween the rear gable and the roof beam at the third hole, as shown. K� Spread Two Halves Of Roof Beams STEP 5 STEP Track Supports 6228 10386 Roof Beam (Double) STEP Roof Beam Brace 6227 Step14 • Parts Needed For •• 6188 Right Roof Panel (1) Right Roof Panel SO_'7 Installing the roof panels is best done with a step ladder. Install the first roof panel 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 and level. This will make the roof panels fit better, and holes will align. Don't anchor the floor frame. NOTE If a Roof Beef -Up Kit was purchased, assemble prior to attaching the roof panels. 1 Locate the roof panels and find the right roof panel part number 6188. 2 Position the right roof panel at the back right corner and fasten to the gable with seven bolts and nuts and roof beams using six screws. Do not fasten the lower end of the panel to the side wall angle at this time.1 6188 STEP (6) Screws STEP 2 Nut — Washer Ca 0 n0*1Vr son (7) 6188 Right Roof Panel 2/ 3Y a ,5 6 I .7 27 Step15 10 Parts Needed For 0 •6189 Left Roof Panel (1) Ridge Caps & Panels • 6797 Ridge Cap (3)0 6538 Roof Panel ) 50.5 1 Install a left roof panel 6189 at the left rear corner of the roof. 2 Cut 34 short (3") strips off the small roll of weather stripping tape, and put them aside. Cover the joint at the peak with weather stripping tape, large roll. 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. 3 Install two roof panels 6538 work- ing side to side. Fold the lower sec- tion of the roof panels down. Cover the notches with the strips of weather stripping tape. Save the rest. Do not fasten the lower end of the panels to the side wall angles at this time. Con- tinue weather stripping the ridgeopen- ing. NOTE Narrow roof panel crimped rib is overlapped by wide rib of adjacent panel where possible 4 Install three ridge caps 6797 on the completed roof section using bolts and nuts. Do not fasten the ends of the ridge caps at this time. rJ Fasten the roof panel ribs, peak caps and ridge caps together using bolts and nuts. 28 Fasten at Overlap With Bolt Screws To Roof Beam Screws To Roof Beam Do not fasten at this time STEP 6797 6189 Fasten At ® Overlap With Bolt STEP I I 4 Weather Stripping Tape STEP 679;iAe g 6797 4P FRONT 65M STEP 3 Step16 • Parts Needed For 0 Ridge Caps & Panels •6538 Roof Panel (4) • 6869 Ridge Cap (3) SO_9 1 Install the second ridge caps 6869 overlapping the first ridge caps while installing four roof panels 6538. Hint: The bolts on the ridge cap need to be left loose to move the ridge cap to the side and overlap the ribs of the next roof panel. Cover the notched areas of the roof panels with strips of weather stripping tape and continue weather stripping the ridge. NOTE If roof beam holes do not line up with the roof panel holes, shift the building from left to right. If this does not help, your building may not be level. Shim the corners until holes line up. 0 • Parts Needed For • • 6797 Ridge Cap (3) 0 6538 Roof Panel (2) Step 17 Ridge Caps & Panels 0 6188 Right Roof Panel (1) so?n • 6189 Left Roof Panel (1) 1 Install the third ridge caps 6797 overlapping the second ridge caps while installing the remaining roof panels 6538. Hint: The bolts on the ridge cap need to be left loose to move the ridge cap to the side and overlap the ribs of the next roofpanel. Cover the notched areas of the roof panels with ' ping tape an( ping the ridg 2 Install the panel 6188 a stripping tap Fasten the to the side wal and washers 3 Fasten the caps and rid, bolts and nut 0 Reducing Large Gable Bulge Loosen eight bolts and nuts shown. Apply pressure with one hand at the peak of the gable and tighten bolt #1. Keeping pressure on the gable work down the slope tightening each bolt. Excess material will overlap small- er gable at seam. Once material bulge is worked out tighten four vertical bolts that connect the large and small gables. Step 18 SOM 1 Attach the right, left and side roof trim to the lower end of the roof pan- els on each side of the building using screws at each panel overlap. NOTE A single screw fastens both trim pieces at the overlap. Z Using your thumb and index fin- ger, overbend the bottom flange of the roof panel rib at the corner inward enough so the right and left roof trim caps fit onto right and left corners. 3 Fasten the roof trim caps to the side trim using a sc►o��� Roof Trim Cap STEP 3 • Parts Needed For 0 •6893 Left Side Roof Trim (2) • 6892 Right Side Roof Trim (2) Roof Trim • 6015 Side Roof Trim (2) STEP 2 92 STEP ie :it ap 31 • 3719 Door Handle Brace (2) Ste19 • Parts Needed For 0 •10475 Right and Left Doors (2) pDoor Assembl 9 10497 Horizontal Door Brace (4) y 0 6278 Vertical Door Brace (2) 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: 1 Attach the door handle brace and 10497 1 6278 handle to the door with 1 bolt as shown. Don't tighten the bolt yet. 2 Swing the door handle brace up to the hole on the center of the door and 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 connection using 2 screws. 4 Insert a second bolt in the door handle and tighten both bolts. rJ Put a horizontal door brace onto the top edge and bottom edge and fasten with 1 bolt in the center. 6 Attach the lower door guides and bolts as shown. % Repeat steps 1 through 6 for the left door. KN Tc 627E P o f 66045 3719 '0 66045 ®� d 3719 10475 Right Door STEP 66382 10475 Left Door 10497 DI STEP 4 STEP STEP 10497 END VIEW SHOWING: STEP 66 6 Door Door • Parts Needed For 0 0 Right Door Assembly (1) Step 20 Door Installation &Adjustment * Left Door Assembly (1) SW„ 1 From inside the building, put the bottom of the right door assembly (on your left when you are inside the building) behind door jamb into the front frame track. 2 Position the top of the door so that the holes in the door line up with the holes in the door slides. 3 Fasten the door to the door slides using two #10Bx1 /2" screws perdoor slide. NOTE The holes in the door slides allow you to adjust the doors. Place the door in the middle holes. 4 Repeat steps 1 through 3 for the left door. Gable Horizontal Door Brace DoorTrack -�a Door Slide r� �r Ir rr 8 ri �r o �r ,� STEP STEP 1 2 r, Front Floor Frame Assembly Adjustment Holes Allow Doors to Meet Evenly Along Their Length #10Bx1/2" Screw Keep this Owner's Manual and Assembly Instructions for future reference. 33 SOME FACTS ABOUT RUST SOME FACTS ABOUT RUST Rusting is a natural oxidizing process that occurs when bare metal is exposed to moisture. Problem areas include screw holes, unfinished edges, or where scrapes and nicks occur in the protective coating through normal assembly, handling and use. Identifying these natural rusting problem areas and taking some simple rust protection precautions can help to stop rust from developing, or stop it quickly as soon as it appears. 34 1. Avoid nicking or scraping the coating surface, inside and out. 2. Use all the washers supplied. In addition to pro- tecting against weather infiltration, the washers pro- tect the metal from being scraped by the screws. 3. Keep roof, base perimeter and door tracks free of debris and leaves which may accumulate and retain 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. C01014 -C1 DG1014-B1 DK1014-B1 LX1014-C1 RV1014-B1 TSC1014-A1 VS1014-C1 VY1014-A1 WV1014-C1 YT1014-C1 697.68604 -Al 697.68630-A1 697.68756-D1 50.16 7,4700,08 REQUIRED INSPEC'T'ION SEQUENCE BP# IG - Address: 242'T t.-AvM%k- .4.i E BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final