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Home My WebLink About1920 Palmetto Ave 15-146; DETACHED GARAGERECEIVED OCT 2 0 2014 BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /E_ / 7 CP Documented Construction Value: $ Q-3, 000. oo Job Address: q 20 'RCj MiMb Ave Historic District: Yes No IN Parcel ID: b-i 1-3O-SIa-OooO-aa0 Zoning: 01-5in(nl(T0"yt_;I Description of Work: Plan, Review Contact Person: SCLVtil 4_S it (; C. Title: % LQ -R-{ S i cLyjd Phone: , X07 -44 ? - 0 6 3-7 Fax: 40-13x3 5 S 71 E-mail: 1 QW rvk-&,` K- 1172 W Okob .Com Property Owner Information Name ?a&iC" MICS -w e._ yr -S* t r1iT Phone: ILU - 474- 54I7 Street: 1 q 21) S . Pal- iLSZO a AV e nKV'L. Resident of property? City, State Zip: l Et_ 3 a2 L 3e L I Contractor Information Name Phone: 40-7 3D-3 -5570 Street: Q S > (t X- U Q 1,(R_ Zt( Fax: L; M -323 -55 -7 r, City, State Zip: 'S'Q'4Cf TL_ 5alD State License No.: C-80- )a53940 Architect/Engineer Information Name: "_Qe-1J1Qj -Rft Phone: 1-o` -32q -530'. Street: 145 2, Wi I bu,r low k,,"J- Fax: 4 6"7 -32_4 - 5q9 City, St, Zip: E-mail: Bonding Company: n 1,0.- Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit E Square Footage: IoZ4 5 F Construction Type: No. of Stories: I No. of Dwelling Units: I Flood Zone: No Electrical Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct lay6ut required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of appii cation and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Stati4tes. REV 07.14 8_5 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date / Print Owner/Agent's Name _ Owner/Agent is Produced ID APPROVALS COMMENTS: OLS%m State 01 F ires4 n),7 W,TluougfrNat*ail Notary Assn. Personally Known to Me or Type of ID ZONING: 10 l.a** TJTILITIES: ENGINEERING: Shown On Qla,...r FIRE: D 1 S ure of Contractor/Agent Date ` r Print Contractor/Agent's Name Contractor/Agent is Produced ID otary_Public •'State -of Fiaida doinK Uoires Jan 17,.2017 ommissid6 E $61x:96 Personally Known to Me or Type of ID WASTE WATER: BUILDING: 10-z,?- 1 ` Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 Fl3C) 731.135(5)(6) Florida Statutes. REV 07.14 MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER THIS INSTRUMENT PREPARED BY: Aid 08347 Pg 12481 Uptq) Name l e,h P S l'wtl i CI_ERKI O t# 2-01411189-7 Address: rt a+( -o, Q , EL 33,77 I RECORDED 10/13/201401:5 144 PN RECORDING FEES 10,09 NOTICE OF COMMENCEMENT RECORDED BY H De Vore State of Florida County of Seminole Permit Number: 15 Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) J --EG L.DT-a-,)., F-" OF V--0T":.)-I !S-PIC, k -T -s P,6-;,?Gjs GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: VVckct !^fl i Lim r l Qc i S+1 01-I Address: \9 —, 0 PcJ n a c 141 cL Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: 1 c r r= , C6 i&lr C.IZ.S 'iG Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may, be served as provided by Section 713.13(1)(b), Florida Statutes. Name: i,) )t o,- Address: t Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING .YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and ief. Owner's Signature Owner's P nted Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of r-1 t)'r i ci..0 County of Ll -nu n o Ie TheThe foregoing instrument was acknowledged before me this cy AA,- day of OCA-at..n -r 20 t4 by Cy i cirl,-"( -V>CLA1 a Q 4--y Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: µY a; I;F ECCA,COBB Notary Public • State Ot Florida My -'Comm. Expires Jan 17, 2017 Nt o` Commission #0 861196 OFF Bonded Through National Notary Assn. 4 F OCT 13 2014 066 MAR NNE MORSE CLERK OF THE CIRCUIT - - URTAND COMPTRO LEA SEMINOLE N - w _._ ____:,... _ _ -_- _ OEPLITY CLERK SCPA Parcel View: 36-19-30-510-0000-0220 Ir http://www. scpafl.org/Parcel Detai I Info.aspx?PID=36193051000000220 Property Record Card Parcel: 36-19-30-510-0000-0220 Owner: PADGETT MICHAEL & COLE KRISTIN 3 Property Address: 1920 S PALMETTO AVE SANFORD, FL 32771 Parcel: 36-19-30-510-0000-0220 L.-- ------------ - ---..- ._.__.._.... ------ ---------------- -.__.-..----------------------- Property Address: 1920 S PALMETTO AVE Owner: PADGETT MICHAEL & COLE KRISTIN J Mailing: 1920 S PALMETTO AVE SANFORD, FL 32771-3861 Subdivision Name: SPENCER HEIGHTS Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2014) DOR Use Code: 01 -SINGLE FAMILY W Value Summary 2014 Working 2013 CertifiedIl Amount Values Values Valuation Method o_ Value Summary Tax Amount without SOH: $2,103.77 2013 Tax Bil Amount $2,103.77 Tax Estimator TRIM Notice Help Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 2014 Working 2013 CertifiedIl Amount Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 I Depreciated Bldg Value 86,682 81,671 Depreciated EXFT Value Market) --$19,872--— 1,637 1,637 Land Value 19,872_-- Land Value Ag Improved Just/Market Value Assessment Value Exempt Values Taxable Value 108,191 103,180 Portabityy Adj 58,191 j Save Our Homes Adj 0 0 Amendment 1 Adj 108,191 0 Assessed Value 108,1911 103,180 Tax Amount without SOH: $2,103.77 2013 Tax Bil Amount $2,103.77 Tax Estimator TRIM Notice Help Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Date 1 Book Page Amount r---------------- — - -. . — - Legal Description LEG LOT 22 + S 20 FT OF LOT 21 43,000 No Improved SPENCER HEIGHTS 07196 0595 100 PB 3 PG 15 Improved 10/1/1999 03740 I Taxes Improved Taxng Authority Assessment Value Exempt Values Taxable Value 54,400 County General Fund 108,191: 50,000 58,191 Schools 108,191: 25,000 ! 83,191 City Sanford 108,191 50,000 58,191 SJWM(Sant Johns Water Management) 108,191 50,000 58,191 County Bonds 108,191 50,000 58,191 Date 1 Book Page Amount 1 Qualfied Vac/Imp 8/7/2009 07240 1478 43,000 No Improved 5/1/2009 07196 0595 100 No Improved 10/1/1999 03740 0771 80,000 Yes Improved 4/1/1989 02060 0413 54,400 Yes Improved 1/1/1974 01008 0167 14,600 Yes Improved 1 of 2 10/10/2014 8:15 AM SCPA Parcel View: 36-19-30-510-0000-0220 http://www. scpafl.org/ParcelDetaillnfo.aspx?PID=36193051000000220 19,872 Permits r--------- Permit # Type Agency Amount CO Date Permt Date 99856 Requested Recheck - Residential County 0 9/9/2010 01915 Addition - Residential Sanford 80,000 7/27/2010 02402 Miscellaneous Sanford 2,000 8/24/2009 i 02064 Addition - Residential Sanford 500 6/1/1997 i Extra Features Descrption YearBuik Unts Value New Cost FIREPLACE 1 2/1/1940 1 600 ! $1,500 WOOD UTILITY BLDG 2/1/1940 432 1,037. $2,592 2 of 2 10/10/2014 8:15 AM Notice Of Consumer Rights under the Construction Industries Recovery Fund Florida law requires that you must be provided notice of your rights under the Construction Industries Recovery Fund including how and where to file a claim against the Fund for reimbursement of money damages caused by a state licensed contractor or the construction company with whom you have signed a contract. The Construction Industries Recovery Fund was created to reimburse consumers who have suffered monetary loss due to violation of building codes, mismanagement, misconduct, abandonment or signing certain false statements concerning bonding, payment of sub -contractors or insurance coverage, by any contractor, financially responsible officer or business organization licensed under Chapter 489, FL Statutes. This Fund is only available in cases where the contract was signed AND the violation occurred on or after July 1, 1993. Filing a complaint against a contractor is not the same as filing a claim against the Fund. Even if you file a complaint against a contractor with the Department of Business & Professional Regulation (DBPR), you still have to give the Construction Industry Licensing Board (CILB) notice of your claim and file a separate claim against the Fund to recover any money from the Fund. In order to seek compensation from the Construction Industries Recovery Fund, you must notify the CILB of your claim by certified mail at the time you commence legal action if: 1. You have entered into written contract with a licensed contractor for repair, restoration, improvement or construction of residential real property; and 2. You have commenced legal action against a contractor, financially responsible officer or business organization for violations of the applicable portions of S.489.129, FL Stat. You will also be required to file a Construction Industries Recovery Fund Claim Form with the CILB. The address to which you should write to give notice of your claim, to request a Construction Industries Recovery Fund Claim Form, submit a completed form, or to receive more information about the Fund is: Construction Industries Licensing Board 7960 Arlington Expressway, Suite 300 Jacksonville, FL 32211-7476 Phone Number (407) 359-6310 The completed form must be mailed to the Board Office at the above address. If you have questions and/or want to additionally file a complaint with the DBPR against the contractor, financially responsible officer and/or the business organization, please write to the Complaints Section, Department of Business & Professional Regulation, 1940 North Monroe Street, Tallahassee, FL 32399-0782. TYPES OF VIOLATIONS The Recovery Fund is only available if the contractor, financially responsible officer or business organization committed one of the following violations: 1. Knowingly violating applicable city, county, or state building codes or laws. 2. Committing mismanagement of funds or misconduct in the practice of contracting that causes financial harm to a customer. 3. Abandoning a construction project for more than 90 days. 4. Signing a false statement claiming work is bonded, that all payments to subcontractors have been made. 5. Claiming to have provided certain worker's compensation and insurance protection. Florida laws provide specific definitions for determining whether a contractor's actions may constitute one of these violations. FOR MORE INFORMATION ABOUT THE FUND, SEE S.489.140 TO 489.143, FL STATUTES AND RULES 61G4-21.001 TO 61G4-21.005, FL ADMINISTRATIVE CODES. Contractor Initials:_ — Owner Initials: CONDITIONS FOR RECOVERY In order to recover from the Fund, you must be an individual - not a company. The Recovery Fund is intended only as a last resort. Before you can get any money from the Fund, you must have obtained a final judgment from a Florida Court or a restitution order from the CILB based on the types of violations of law already mentioned. The violation of law and the signing of the construction contract must have BOTH happened on or after July 1, 1993. Before the Fund will pay any money, you must show that you have made exhaustive efforts to determine if there are any assets of the contractor, financially responsible officer or business organization, or any other people or companies that you may have a judgment against, from which you can recover all or part of the money you are owed. If so, you must try to recover before you can collect from the Fund. You have to file a claim for recovery with the Fund within 2 years of the time you find out or should have found out about the violation of law. No claim can be made more than 4 years after the time the violation of law happened. PERSONS NOT QUALIFIED You cannot recover from the Fund if: 1. You are married to the person your judgment or restitution order is against or you are the personal representative of such married person. 2. You were the contractor on the job that caused the claim. 3. Your construction contract was signed before July 1, 1993. 4. The violation of law happened before July 1, 1993. 5. The contractor did not have a valid and current license at time the construction was done. 6. You were associated in a business relationship with the contractor other than the construction contract related to the claim. 7. You lost money because you made improper payments to the contractor in violation of Chapter 713, Part I, FL Statutes. PAYMENTS FROM THE FUND The Fund does not pay post -judgment interest, punitive damages, or attorney fees. The Fund only pays what you have not yet collected for actual or compensatory damages. The Fund pays the lesser of up to $25,000 per claim, 25,000 per transaction, or $50,000 per contractor. THE CONTRACTOR WHO AGREED TO WORK ON YOUR RESIDENTIAL PROPERTY IS REQUIRED BY STATE LAW TO GIVE YOU THIS NOTICE TWICE DURING THE CONTRACT. THIS NOTICE IN NO WAY IMPLIES THAT THE CONTRACTOR IS UNRELIABLE. Contractor Initials: Owner Initials: CHAPTER 558 NOTICE OF CLAIM CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. Contractor Initials: Owner Initials RADON WARNING RADON GAS: RADON IS A NATURALLY OCCURRING RADIOACTIVE GAS THAT, WHEN IT HAS ACCUMULATED IN A BUILDING IN SUFFICIENT QUANTITIES, MAY PRESENT HEALTH RISKS TO PERSONS WHO ARE EXPOSED TO IT OVER TIME. LEVELS OF RADON THAT EXCEED FEDERAL AND STATE GUIDELINES HAVE BEEN FOUND IN BUILDINGS IN FLORIDA. ADDITIONAL INFORMATION REGARDING RADON AND RADON TESTING MAY BE OBTAINED FROM YOUR COUNTY HEALTH DEPARTMENT. Contractor Initials: -' y _.. Owner Initials Florida Departrmentcf Busines w' Professi ria! Regulation Florida's Construction Lien Law Protect Yourself and Your Investment According to Florida law, those who work on your property or provide materials, and are not paid -in -full, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers, the people who are owed money may look to your property for payment, even if you have paid your contractor in full. This means that if a lien is filed against your property, your property could be sold against your will to pay for labor, materials, or other services which your contractor may have failed to pay. This document provides information regarding Florida Statute 713, Part 1, as it pertains to home construction and remodeling, and provides tips on how you can avoid construction liens on your property. Protecting Yourself If you hire a contractor and the improvements cost more than $2,500, you should know the following: You may liable if you pay your contractor and he then fails to pay his suppliers or contractors. There is a way to protect yourself. A Release of Lien is a written statement that removes your property from the threat of lien. Before you make any payment, be sure you receive this waiver from suppliers and subcontractors covering the materials used and work performed on your property. Request from the contractor, via certified or registered mail, a list of all subcontractors and suppliers who have a contract with the contractor to provide services or materials to your property. If your contract calls for partial payments before the work is completed, get a Partial Release of Lien covering all workers and materials used to that point. Before you make the last payment to your contractor, obtain an affidavit from your contractor that specifies all unpaid parties who performed labor, services or provided services or materials to your property. Make sure that your contractor provides you with final releases from these parties before you make the final payment. Always file a Notice of Commencement before beginning a home construction or remodeling project. The local authority that issues building permits is required to provide this form. You must record the form with the Clerk of the Circuit Court in the county where the property being improved is located. Also post a certified copy at the job site. (In lieu of a certified copy, you may post an affidavit stating that a Notice of Commencement has been recorded. Attach a copy of the Notice of Commencement to the affidavit.) In addition, the building department is prohibited from performing the first inspection if the Notice of Commencement is not also filed with the building department. You can also supply a notarized statement that the Notice has been filed, with a copy attached. The Notice of Commencement notes the intent to begin improvements, the location of the property, description of the work and the amount of bond (if any). It also identifies the property owner, contractor, surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your having to pay twice for the same work or materials. 1 of 2 Upd t 11 2/10/2008 Notice To Owner Prior to filing a lien, a lienor who does not have a direct contract with the owner, must serve the owner with a Notice to Owner. The Notice to Owner must state the lienor's name and address, and a description of the real property and the nature of the services or materials being furnished. The Notice to Owner must be served before commencing, or within 45 days of commencing, to furnish the services or materials (but before owner's final payment to the contractor). A lien cannot be enforced unless the lienor has served the Notice to Owner as described above. Whose Responsibility is it To Get These Releases? You can stipulate in the agreement with your contractor that he must provide all releases of lien. If it is not a part of the contract, however, or you act as your own contractor, YOU must get the releases. If you borrow money to pay for the improvements and the lender pays the contractor(s) directly without obtaining releases, the lending institution may be responsible to you for any loss. What Can Happen If I Don't Get Releases Of Lien? You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner can even be forced to sell his property to satisfy a lien. Who Can Claim A Lien On My Property? Contractors, laborers, materials suppliers, subcontractors and professionals such as architects, landscape architects, interior designers, engineers or land surveyors all have the right to file a claim of lien for work or materials. Always require a release of lien from anyone who does work on your home. Contesting A Lien A lien is valid for one year, unless a lienor files a lawsuit to enforce the lien prior to the expiration of the year. An owner has a right to file a Notice of Contest of Lien during the one-year period. Upon the filing of a Notice of Contest of Lien, a lienor must file a lawsuit to enforce the lien within 60 days. Failure of the lienor to timely file a lawsuit renders the lien invalid. THE CONSTRUCTION LIEN LAW IS COMPLEX AND CANNOT BE COVERED COMPLETELY IN THIS DOCUMENT. WE RECOMMEND THAT WHENEVER A SPECIFIC PROBLEM ARISES, YOU CONSULT AN ATTORNEY. To register a complaint (or learn if complaints have been filed against a prospective contractor), contact the Florida Department of Business and Professional Regulation's Customer Contact Center at: 850.487.1395 or CallCenter@dbpr.state.fl.us Or write to: Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-1027 Or visit online at: www.MvFloridaLicense.com License verification is available 24 hours a day and 7 days a week by calling our Customer Contact Center at 850.487.1395 or going online to www.MyFloridaLicense.com) Search for a Licensee. You may also contact your local building department or the Better Business Bureau. 2 of 2 Update /10/2008 LANDMARK BUILDING &CONSTRUCTION, INC. CBC1253840 October 13, 2014 For: Michael Padgett 1920 S. Palmetto Avenue Sanford, FL 32771 Build a 24' x 26' detached garage 1 s ;,r iii d { y y ,' /, t/1 t'n 1,; Contractor Initials: owner Initials: Cost Plus Contract THIS AGREEMENT is made this i 3 aday of 0c+i , 2014 between Michael Padgett, and hereinafter called Owner, whose address is 1920 S. Palmetto Avenue, Sanford, FL and Landmark Building & Construction Inc., of P.O. Box 1329, Sanford, FL 32772, hereinafter called Builder. IN CONSIDERATION OF the covenants and agreements herein contained, the parties hereto agree as follows: 1. Builder agrees to build and complete in a good workman -like and substantial manner, furnishing all labor, materials, tools and equipment therefore, a detached 24' x 26' garage hereinafter called the Structure (whether one or more buildings or improvements), upon the following real property on 1920 S. Palmetto Avenue, Sanford, FL 32771. 2. The Structure is to be constructed and completed in substantial conformance with plans and specifications for the same, signed by both parties hereto, a copy of which plans and specifications will be filed with the local building authority. 3. In consideration of the covenants and agreements hereto being substantially performed and kept by Builder, including the supplying of all labor, materials and services required by this Contract, and the construction and completion of the Structure, Owner agrees to reimburse Builder all costs of labor and materials, permits and fees and agrees to pay contractor 11% of the total construction costs. See attached blueprint regarding scope of work. a) Builder to be paid 11% of costs on each invoice at time of billing throughout construction. Invoices will be issued on a bi-weekly schedule throughout construction. b) Final 110/o of costs will be paid at time of completion of all work and final inspection by governing permitting agency. c) ESTIMATED CONSTRUCTION COST: $23,000 4. The Owner is to obtain financing and pay for all costs of construction of the structure including site improvements. 5. The plans and specifications are intended to supplement each other so that any work exhibited in either and not mentioned in the other are to be executed the same as if they were mentioned and set forth in both. 6. The Owner has the right to approve all bids for labor and pricing for all materials and labor and the Builder is not liable for any poor workmanship or quality of materials due to the selection of low priced bids or material prices. 7. The Builder shall not be responsible for any damage occurred by the Owner or Owner's agent, acts of God, earthquake or other causes beyond the control of the Builder unless otherwise provided herein or unless he is obligated by the terms hereof to provide insurance against such hazards. Builder agrees to carry current the required insurances: General liability and verification that all subcontractors have current Workers Compensation or valid Letter of Exemption. Contractor Initials: _ Owner Initials: ' 9. Should either party bring suit in Court to enforce the terms then any judgment awarded shall include court costs and reasonable attorney fees to the successful party. 10. The Builder has the right to subcontract any part, or all, of the work agreed to be performed. It is required that all subcontractors carry general liability and worker's compensation for their employees & laborers. Builder will not enter into any agreement or contract with any subcontractor who does not furnish Builder with an original certificate of insurance for the required insurances. 11. The Owner hereby grants to the Builder the right to display signs and advertise at the building site until completion of work and all payments have been made in full. 12. Signed blueprints, spec sheets, cost breakdown sheet and attached addendum are all to be part of this Contract. The cost breakdown sheet shall show the estimated construction cost of the Structure. 13. The Owner is to supply all financing and is responsible for all payments. All payments for bills are to be disbursed through Builder. Bills are to be paid within one week of receiving invoice. 14. The Owner and Builder shall take reasonable precautions for the safety and shall provide reasonable protection to prevent damage, injury or loss to persons working on the site and other persons who may be affected thereby. 15. The work shall be substantially completed in accordance with the Contract documents. Substantially completed shall mean that the Certificate of Occupancy has been issued and that all work has been completed in accordance with Contract documents, including painting, landscaping, and excluding only such items as are customarily deemed "punch list" items in the trade. Builder is not responsible for delays caused by acts of God, bad weather, shortage of materials, delays by subcontractors, owner or owner's agent. 16. The Builder is to begin construction within two days beginning from the date of building permit issuance. 17. In the event the Owner uses Builder's accounts for charging materials, the Owner is responsible for reimbursing Builder within 30 days. Should Owner fail to pay on time, Owner will pay to the Builder 2% of the bill per day until payment in full has been made. Unacceptable labor or materials may result in a partial or delayed payment as agreed upon by both Owner and Builder. This Contract is subject to acceptance within ten (10) days and void thereafter. I14 WITNESS THEREOF, the said parties hereunto set their hands this 134-z\, day of OC -A-0 aLr ,20)4. L ar g&uion, Inc. Michael Padgett, Owner Contractor Initials: " Owner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 Scope Of Work: See plans and engineering and estimated cost breakdown. Contractor Initials: E owner Initials ALLOWANCE SHEET N/A The Owner may select up to the above allowances (tax and delivery fees included) as shown. Owner is to select materials/labor associated with above items from builder's approved list of suppliers/contractors. In the event Owner exceed the allowances, they are to pay overages at the time of selecting the upgrades. In witness whereof, said parties hereunto set their hands this {34 day of Dam 2014. Contractor: r Building & Construction, Inc. Owner: Michael Padgett Contractor Initials: Owner Initials Landmark Building & Construction, Inc. CBC1253840 CONTRACTOR AND CUSTOMER RESPONSIBILITIES 1. The Contractor is to supply the following insurance during construction of the home: a) Minimum of $1,000,000.00 General Liability insurance b) Worker's Compensation Exemption 2. Builders Risk insurance provided by Owner/Tenant. 3. Room dimensions may change slightly from new blueprints. Floor plan to remain the same. 4 All construction draws are to be paid to Contractor with the exception of the final draw which is to be signed off by the Owner & paid to the Contractor. 5. Draws will be submitted for payment on a bi-weekly basis. Exceptions may be for deposits for special order materials. 6. The Contractor agrees to supply lien waivers per owner's request. 7. Renovation of the structure and all items therein shall be per the construction contract and blueprints, not per any verbal communication during the design process, prior to the contract execution date. 8. The Owner agrees not to move into the structure or take possession until the final draw has been paid to Contractor, or there is to be a $100.00 per day penalty paid to the Contractor unless other agreements are made in writing. 9. There is to be a signed punch list which is prepared by both Contractor & Owner, or his/her agent, prior to receiving the final draw check or Owner taking occupancy. The Contractor has up to 15 days to complete punch list (unless any items have to be ordered & time is out of the control of the Contractor). 10. The Owner is to provide all working sets of drawings and engineering for project. 11. The Contractor shall not be held responsible for any delays due to prolonged bad weather, acts of God, vandalism, fire, material shortages or other delays out of the control of the contractor in regard to the completion of the project. 12. Owner & Contractor shall take reasonable precautions for the safety, & shall provide reasonable protection, to prevent damage, injury or loss to persons working on the site other persons who may be affected thereby. Contractor Initials: Owner Initials y 13. The work shall be substantially completed in accordance with the contract documents. Substantially completed" shall mean that the certificate of occupancy has been issued & that all work has been completed in accordance with contract documents, including 14.. painting, landscaping & excluding only such items as are customarily deemed punch list items in the trade. 15. The Contractor shall promptly correct work that fails to conform to the requirements of the contract documents during construction. This obligation of Contractor shall apply to work done by subcontractors as well as to work done by direct employees of Contractor. 16. Estimated cost breakdown price includes permit fees but not to include any impact fees. 17. Contract price is good for 30 days from date of Contractor's signature. Price may change due to changes made by governing agencies whether they are directly or indirectly related. 18. It is agreed that Owner will have access to property/building at all times. If any corrections or changes are decided upon, this will be done through the Contractor. 19. The Contractor warrants the addition for a period of one year from the issue date of the certificate of occupancy under conditions deemed standard and/or normal within the industry. This contract is subject to acceptance within 10 days and void thereafter. Lan cling & Construction, Inc. Date M01',ael Padgett, Own ( Date Contractor Initials: t Owner Initials Back. to Quote t clip Date: 09/24/2014 Project #: Customer Name: Customer Phone: Customer Address: Line Item Frame Size LOWE'S HOME CENTERS, LLC #1657 37130 ORLANDO DRIVE SANFORD, FL 32773-5614 USA 407)430-4060 421924320 MIKE PADGE'1f 407) 474-5427 1920 S PALMETTO AVE SANFORD, FL 32771 USA Description: -ara-e door Product Code Description Unit Price Quantity Total Price Manufacturer: Pella Garage Doors Division :Millwork Product: Doors Type: Garage Installation : Do -It -Yourself roduct Category : Residential Doors Door Material : Steel Wind Load Rated Door: Yes xposure Category : C Elevation : 1 Story Hou' ind Load Rating : 121 130 mph Model : Sutherland 2 Layer Insulated : Yes Backing: Vinyl Panel Design : Short Raised Panel Door Color: True White punting Jambs : Mount to Wood Door Width: 10' Door Height : 7' Window Option : None Window Style: None Opener with Door: None Locks : Inside Slide Lock Head Room : 12" Side Room : 4 1/2" or Greater Spring : Torsion Front Mount Track Type : Standard 12" Radius Track Remake: No Lead Time : 15 Days It is recommended that an installation kit be purchased with 762.21 1 $762.21 IDoor Size= 10' W x T H I Do -It -Yourself orders. The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style atures and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact ie Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or indow locations. Manufacturer: Pella Gara-e Doors ivision : Millwork roduct : Doors ype : Garage istallation : Do -It -Yourself roduct Category : Residential Garage Door Accessories ccessory Item : Single Car Door Installation Kit (Models utherland 1 & 2 Layer, Onslow 1 & 2 Layer) poor Width : 10' ioor Height : 7' emake : No ead Time : 30 Days The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style features and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact he Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or inflow locations. 1 $102.62 1 $102.62 0004 Manufacturer: Pella Garage Doors Home Delivery Charge OD - Home Delivery (Required for DIY orders) 67.00 1 $67.00 003 j O Size = 36" W x 36" H U-Value:0.49, S14GC:0.63**-` IDoor Size= 10' W x T H I Do -It -Yourself orders. The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style atures and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact ie Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or indow locations. Manufacturer: Pella Gara-e Doors ivision : Millwork roduct : Doors ype : Garage istallation : Do -It -Yourself roduct Category : Residential Garage Door Accessories ccessory Item : Single Car Door Installation Kit (Models utherland 1 & 2 Layer, Onslow 1 & 2 Layer) poor Width : 10' ioor Height : 7' emake : No ead Time : 30 Days The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style features and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact he Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or inflow locations. 1 $102.62 1 $102.62 0004 Manufacturer: Pella Garage Doors Home Delivery Charge OD - Home Delivery (Required for DIY orders) 67.00 1 $67.00 003 Manufacturer: Reliabilt by Atrium O Size = 36" W x 36" H U-Value:0.49, S14GC:0.63**-` S Size = 35 1/2" W x 35 1/2" P50: Size Tested 53" x 77"/ Florida Approval Code: 1 L11834 DP Code only valid up to window size tested*** Tip -to -tip: 36 3/4" W x 36 3/4" H; Masonry: 37 1/4" W x 36 1/2" H ivision: Millwork Product: Windows ype: Single Hungs Manufacturer: Reliabilt by Annum Product Type: Type: Single Hungs Product Line: New Construction Series: 130 Number of Units Wide: One Unit Configuration: Single Unit Sash Configuration: Equal Fin and Flange: Front Flange Only Color: White kSee in-store displays for exact color samples for both nterior and exterior color."': 125.91 5 lass Energy Efficiency: No Low -E lass Color: Clear The graphics present an estimation of the color and are not completely accurate representation.'" f"" lass Strength/Safety: Single Strength rid Type: No Grids irid Style: No Grids lardware Color: Color Matched creen: Half Screen creen Shipped Separately: Ship With Prgject Lead Time: 14 Days*** Salesperson: JONATHAN LANG (S 1657JL2) Accepted by: Project Total: $1,561.38 Date: 09/24/2014 Print this Page This Millwork Quote is valid until 9/30/2014. This is an estimate only. This estimate does not include tax or delivery charges. Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities, dimensions, specifications and accessories have been verified and accepted. OMZR130A LOWE'S HOME CENTERS, LLC PAGE: 1 SAF 1657 PROJECT ESTIMATE EXT DOOR FOR GARAGE CONTACT: PADGETT, MIKE SALESPERSON: LANG, JONATHAN CUST #: 19057410 SALES #: 1726086 PROJECT NUMBER: 418010225 DATE ESTIMATED: 09/24/14 QTY ITEM # ITEM DESCRIPTION VEND PART # PRICE 1 254207 36" BMTT FG 9 LITE SMTH RH OS SSCD4E30RNOS 244.00 TOTAL FOR ITEMS 244.00 FREIGHT CHARGES 0.00 DELIVERY CHARGES 0.00 TAX AMOUNT 14.64 TOTAL ESTIMATE 258.64 This Quote is valid until 10/24/14. MANAGER SIGNATURE DATE THIS ESTIMATE IS NOT VALID WITHOUT MANAGER'S SIGNATURE. THIS IS AN ESTIMATE ONLY. DELIVERY OF ALL MATERIALS CONTAINED IN THIS ESTIMATE ARE SUBJECT TO AVAILABILITY FROM THE MANUFACTURER OR SUPPLIER. QUANTITY, EXTENSION, OR ADDITION ERRORS SUBJECT TO CORRECTION. CREDIT TERMS SUBJECT TO APPROVAL BY LOWES CREDIT DEPARTMENT. LOWES IS A SUPPLIER OF MATERIALS ONLY. LOWES DOES NOT ENGAGE IN THE PRACTICE OF ENGINEERING, ARCHITECTURE, OR GENERAL CONTRACTING. LOWES DOES NOT ASSUME ANY RESPONSIBILITY FOR DESIGN, ENGINEERING, OR CONSTRUCTION; FOR THE SELECTION OR CHOICE OF MATERIALS FOR A GENERAL OR SPECIFIC USE; FOR QUANTITIES OR SIZING OF MATERIALS; FOR THE USE OR INSTALLATION OF MATERIALS; OR FOR COMPLIANCE WITH ANY BUILDING CODE OR STANDARD OF WORKMANSHIP. tOWES" Jonathan Lang Sales Specialist 3780 S. Orlando Dr. Sanford, FL 32773 Phone: 407-430-4060 Fax: 407-430-4068 jonathan.lang@store.lowes.com Back to Quote t Date: 09/24/2014 Project #: Customer Name: Customer Phone: Customer Address: Line Item Frame Size LOWE'S HOME CENTERS, LLC #1657 3780 ORLANDO DRIVE SANFORD, FL 32773-5614 USA 407) 430-4060 421924320 MIKE PADGETT 407)474-5427 1920 S PALMETTO AVE SANFORD, FL 32771 USA Description: garage door Ii t elfil T.- 00gkSP-SCloi¢ Product Code Unit Price Quantity Total Price Description Manufacturer: Pella Garage Doors Division: Millwork Product : Doors Type : Garage Installation : Do -It -Yourself Product Category : Residential Doors oor Material : Steel Wind Load Rated Door: Yes Exposure Category : C Elevation : I Story Hou ind Load Rating: 121 - 130 mph Model : Sutherland 2 Layer Insulated : Yes Backing: Vinyl Panel Design : Short Raised Panel oor Color: True White Mounting Jambs: Mount to Wood Door Width: 10' Door Height: 7' Window Option: None Window Style: None Opener with Door: None Locks: Inside Slide Lock Head Room : 12" Side Room : 4 1/2" or Greater Spring : Torsion Front Mount Track Type : Standard 12" Radius Track Remake: No Lead Time : 15 Days It is recommended that an installation kit be purchased with 762.21 1 $762.2.1 II Do -It -Yourself orders. The image shown on this quote does not reflect a specific sight or width or window location. It is shown to depict style atures and color only. Please verify all options chosen with ur Sales Associate. Please ask the Sales Associate to contact e Pella Garage Door Representative to answer any specific iestions regarding door height or width configurations or indow locations. Delivery Charge Size = 36" W x 36" H Size = 35 1/2" W x 35 1/2" The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style atures and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact ie Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or lindow locations. Manufacturer: Pella Garage Doors OD - Home Delivery (Required for DIY orders) Manufacturer: Reliabilt by Atrium ACU-Value:0.49, SHGC:0.63*`"* P50: Size Tested 53" x 77/ Florida Approval Code: LI 1834 a,*DP Code only valid up to window size tested*** Cip-to-tip: 36 3/4" W x 36 3/4" H, Masonry: 37 1/4" W x 36 2" H division: Millwork roduct: Windows ype: Single Hungs vlanufacturer: Reliabilt by Atrium roduct Type: Single Hungs roduct Line: New Construction eries: 130 Dumber of Units Wide: One Jnit Configuration: Single Unit ash Configuration: Equal yin and Flange: Front Flange Only olor: White Jc;J See in-store displays for exact color samples for both nterior and exterior color.*** 102.62 67.00 125.91 5 102.62 67.00 629.5 Manufacturer: Pella Garage Doors Size= IY W x T H Division:Millwork Product : Doors Type : Garage e tInstallation Do -It -Yourself Product Category : Residential Garage Door Accessories Accessory Item : Single Car Door Installation Kit (Models Sutherland 1 & 2 Layer, Onslow 1 & 2 Layer) Door Width : 10' Door Height: 7' Remake : No Lead Time : 30 Days Delivery Charge Size = 36" W x 36" H Size = 35 1/2" W x 35 1/2" The image shown on this quote does not reflect a specific eight or width or window location. It is shown to depict style atures and color only. Please verify all options chosen with our Sales Associate. Please ask the Sales Associate to contact ie Pella Garage Door Representative to answer any specific uestions regarding door height or width configurations or lindow locations. Manufacturer: Pella Garage Doors OD - Home Delivery (Required for DIY orders) Manufacturer: Reliabilt by Atrium ACU-Value:0.49, SHGC:0.63*`"* P50: Size Tested 53" x 77/ Florida Approval Code: LI 1834 a,*DP Code only valid up to window size tested*** Cip-to-tip: 36 3/4" W x 36 3/4" H, Masonry: 37 1/4" W x 36 2" H division: Millwork roduct: Windows ype: Single Hungs vlanufacturer: Reliabilt by Atrium roduct Type: Single Hungs roduct Line: New Construction eries: 130 Dumber of Units Wide: One Jnit Configuration: Single Unit ash Configuration: Equal yin and Flange: Front Flange Only olor: White Jc;J See in-store displays for exact color samples for both nterior and exterior color.*** 102.62 67.00 125.91 5 102.62 67.00 629.5 lass Energy Efficiency: No Low -E lass Color: Clear The graphics present an estimation of the color and are not completely accurate representation.*** lass Strength/Safety: Single Strength a•id Type: No Grids rid Style: No Grids lardware Color: Color Matched creep: Half Screen creen Shipped Separately: Ship With Project Lead Time: 14 Days*** Salesperson: JONATHAN LANG (S 1657JL2) Accepted by: Project Total: $1,561.38 Date: 09/24/2014 Print this Page This Millwork Quote is valid until 9/30/2014. This is an estimate only. This estimate does not include tax or delivery charges. Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities, dimensions, specifications and accessories have been verified and accepted. OMZRT30A LOWE'S HOME CENTERS, LLC PAGE: 1 SAF 1657 PROJECT ESTIMATE EXT DOOR FOR GARAGE CONTACT: PADGETT, MIKE SALESPERSON: LANG, JONATHAN OUST #: 19057410 SALES #: 1726086 PROJECT NUMBER: 418010225 DATE ESTIMATED: 09/24/14 QTY ITEM # ITEM DESCRIPTION VEND PART # PRICE 1 254207 36" BMTT FG 9 LITE SMTH RH OS SSCD4E30RNOS 244.00 TOTAL FOR ITEMS 244.00 FREIGHT CHARGES 0.00 DELIVERY CHARGES 0.00 TAX AMOUNT 14.64 TOTAL ESTIMATE 258.64 This Quote is valid until 10/24/14_ MANAGER SIGNATURE DATE THIS ESTIMATE IS NOT VALID WITHOUT MANAGER'S SIGNATURE. THIS IS AN ESTIMATE ONLY. DELIVERY OF ALL MATERIALS CONTAINED IN THIS ESTIMATE ARE SUBJECT TO AVAILABILITY FROM THE MANUFACTURER OR SUPPLIER. QUANTITY, EXTENSION, OR ADDITION ERRORS SUBJECT TO CORRECTION. CREDIT TERMS SUBJECT TO APPROVAL BY LOWES CREDIT DEPARTMENT. LOWES IS A SUPPLIER OF MATERIALS ONLY. LOWES DOES NOT ENGAGE IN THE PRACTICE OF ENGINEERING, ARCHITECTURE, OR GENERAL CONTRACTING. LOWES DOES NOT ASSUME ANY RESPONSIBILITY FOR DESIGN, ENGINEERING, OR CONSTRUCTION; FOR THE SELECTION OR CHOICE OF MATERIALS FOR A GENERAL OR SPECIFIC USE; FOR QUANTITIES OR SIZING OF MATERIALS; FOR THE USE OR INSTALLATION OF MATERIALS; OR FOR COMPLIANCE WITH ANY BUILDING CODE OR STANDARD OF WORKMANSHIP. REQUIRED INSPECTION SEQUENCE BP# 15-146 BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell 20 Sheathing — Walls 20 Sheathing — Roof 30 Roof Dry In 40 Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock 30 Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid 40 1000 Final Roof 40 1000 Final Stucco / Siding Insulation Final Final Firewall Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use 1000 Final Building (Other) REVISED: June 2014 r, a ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final Min Max Insl2ection Descri tion Roof Storm Drain Rough Plumbing Underground Plumbing 2'd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL"PERM°IT 71 Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final yy + PLOTPLAN FOR: C)V " 3' r LY''i' 4Si MICHAEL PADGETT' Ga DPTA REAL PROPERTY DESCRIPTION: THE SOUTH 20 FEET OF LOT 21 AND ALL OF LOT 22, SPENCER HEIGHTS SUBDIVISION, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SUREYOR'S NOTES: 1) The surveyor has not abstracted the land shown hereon for easements, rights-of-way or any other matter recorded or unrecorded that may affect the use or title of this land. 2) No sub -surface installations or improvements have been located other than shown. 3) The bearing structure is assumed based on the West line of Palmetto Avenue. 1 Q STREET S 00°00'00" E. 1 J FOUND 4) No environmental or jurisdictional land determination has been made as.a part of this survey. 1" PIPE 5) No environmental assessment has been made as a part of this survey. 6) This drawing reflects the conditions observed on the field date noted below. 7) All distances shown hereon are measured in standard U.S. foot and decimals of feet. 8) All dimensions are actual or computed unless otherwise noted. 9) The field work was performed to the accuracy of a suburban survey. Q CL 10) This is not a survey, This site plan was prepared from office notes, records, plats, previous surveys and additional field work and has not been field monumented.N o0 FLOOD CERTIFICATE: a CO By graphic plotting only, the property described hereon lies in Zone X of the flood Insurance Rate Map, Community Panel 120294 0070 F, Seminole County, Florida, which bears an effective date of September 28, 2007 and is not in a special flood hazard area. No field surveying was performed — to determine this zone. ABBREVIATIONS LEGEND: ¢ _ L.B.....................CORPORATION LICENSE NUMBER L.B.220.......... CORPORATE REGISTRATION NUMBER N N p OF DOUDNEY COMPANIES, INC. 0 0 IRON.............IRON BAR SET OR FOUND AS NOTED CENTER LINE IA).....................ACTUAL FOUND P).....................PLATTED 1" PIPE f. rl v N No U00 o- vLOr, 6' WOOD FENCE— °0 W t — ]t — ]t —I 17 W N 89'40'53" E 133.00' 1.32 N 1 I d Q •. o c'] 0031.52' Q 4`. z O SOUTH LINE LOT 21 Wm 3:. w I NORTH LINE LOT 22 4.9 X 4.9 3 X 3 r c CONCRETECo'CRETE W ._ . AIRCONDITION AIRCONDITION - Z 39.62' PAD PAD a_ o I . = o04NQ v 0.2' W. O" Q CL M N v v = O O O 'Z o r :• Q; ` Ia— N O O) W oNJ Of uJaQ]o a 2 STORY C--- 0 4.03 N oCL Q oSTUCCO RESIDENCE N O O0 1 O Z1 0 UJ 1. 1-1 N z 34.61' I t 49.15' ? 2.95':'.• } UTJ 5.47 orI i M N 6.75'( 3.37' o I, T N PROPOSED DRIVEWAY r 1 STORY CD 1 ' 28.97' nn7l CT_rvi I_ IiS' U) t U) i LLJ 8. 20.01' UJ 3 6.43 . `. O t'=it—]t—u—a—n—]t 00D FENCE 3!6i FOUND O!92' S 89'41'36" W 133.00 0.57 M v S- AP 1 IRON H CAP ILLEGIBLE y N o 38'42'56"E a I ago > C; 1.00 Z G — n AU r I -2o' 75 C3 8 LC7N° Q" FOUND 1" PIPE e 20THH + 1 ET AND THE ORIGINAL RAIOR THE SEDISEALESOFAFFLORIARE DA IACENSED SURVEYOR AND MAPPLID WITHOUT THE ER, ADDITIONS OR DELETIONS TO THIS DRAWING OR REPORTS BY OTHER THAN THE SIGNING PARTY OR 001 40' 60' PARTIES NAED HEREON. PARTIES, PARTIESPARTY EXCLUSIVBEBENEFIT OFF THESIGNING PREPARED FOTTHE R THE EXCLUSIVE WRITTEN DRAWINGPROHIBITED E" am 11111=1 M N a 1"-20' FIELD RAD I A. C, F REVISIONS: DATE: 77 TECHNICIAN A. C, F AuthoDOLIDNEYCOMPANIES, INC.: Florida Cert 1 f l tate of r Ion Number LB220 DoUDNEY CONK FILE: 1-12 Byt Dav I d A. Doudney, President, Florida Re rat ton Number 3939 DRAFT FILD 1-12 Field Datet 5 JANUARY 2012 Companies, CHECKED BY,. RA.D PAGE 1 OF 1 J NO, 1-12 InC' PROFESSIONAL SURVEYORS AND MAPPERS 200 EAST COMMERCIAL STREET SANFORD, FLORIDA 32771 407) 322-1451 RECORD COPY ITW Building Components Group, Inc.+ 2400 Lake Orange Drive suite 150 Orlando FL 32837 ' Florida Engineering Certificate of Authorization Number: 0 278 C ASS ., s Florida Certificate of Product Approval # FL 1999 G Page I of I Document ID: I VAE408-Z0806132036 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 8097 -/Garage -Michael Padgett -- 1920 Pa I netto Ave. SANF Truss Count: 2 Model Code: Florida Building Code 2010 Truss Criteria: FBC2010Res/TPI-2007(STD) Engineering Software: Alpine Software,Version 13.01. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a).of the FAC Minimum Design Loads: Roof - 37.0 PSF @.1.25 Duration Floor - N/A Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust rie'tchh the date shown on the individual truss component drawingio 3. As shown on attached drawings; the drawingTnumber is ceded by: HCUSR408 Details: 14015EC1-GBLLETIN- 9 Refk Descri tion Drawing# ''Date 1 80876 T1, 14279101 10/06/14 2-!'A0877_-_'- 7,9102,'-10i 06 44 M) No:22 39 FL '-1(8 a g j( ic`h0e1 midge MAL. 0 10/06/2014 Walter P. Finn Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 Sf;1'vsFORD A -7 1 4 6 t30y/-/barage -Michael Padgett -- 1920 Palmetto Ave. SANFORD, FL - T1 Top chord 2x6 SP—SS-138 Bot chord 2x8 SP_#2_N_13B :B2 2x8 SP_SS_13B: B3 2x4 SID #2 Dense 13B: 2Webs x4 SP #3 13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.14" due to live load and 0.25" due to dead load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 10-0-0 to 20-0-0. 3X4lHI) 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is not exposed to wind and Right cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Collar -tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. W 3X6 = 4X6 = _ lT 2X4 III l L -2-0-0::;j -O-o;J 15-0-0 ,I, 15-0-0 JE 13-1-4 T 3-9-7 -7 3-7-12 Tc 9-5-8 31 I 30-0-0 Over 2 Supports _I R=1853 U=113 W=3.5" (3.5" min.) R=1853 U=102 W=3.5" (3.5" min.) RL=172/-172 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=O°k (0°,6)/0(0) 13.01.0 t QTY:12 FL/ -/5/-/-/R/- Scale=.25"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI + rosp• IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. r TIC LL 20.0 PSF REF R408-- 80876 Trus ses staregviraencrcinTebricacirg, M1entlling, sM1ipping. inl Ing antl bracing. Rcfor [ an: Y\E NaSF••a••#. L+' T/ C D L 7.0 PSF DATE 10/06/14etlltclonoTBC61 (BYlltling Conponon< SafeCy Infornation.lby TPI antl 'PTCA) Tor seTety3 pracbcwicesaprloersco per Torn ing t esb Tu colons. Installers aM1all provitlo cenporery bracing per BDSI. N0.22839U„loss n otM1arwis coP cM1 ,tl shall M1h—proporly etca<M1atl "<t"ral >M1 atbing Ibd M1 0l1 M1avea— 1—h- e proporly rig ltl bowntelling. LoceCionssTer ormananpC latarel t ra lnt of wooBC DL 10.0 PSF DRW HcusRaoa 14279101 s y sM1ell M1avc brat I— instal l etl par SCSI socclons B], BT or 810, es -1 1-- : T ALPINE ITW Builtling C_- -Croup Ina. (ITWBDG) sM1ell net bo esponsible Tor any tlavlatinn T M1la tleai TE OF BC LL 0.0 PSF HC -ENG GA/WPF any fu coailobulla1M1ctrussIn nf... <b ANSI/TPI rl, or Tor M1antlling, sM1ipping. --I. CI • Q Ing ofecru. s. APPIY Platen <a aa.nte wiTaeeTtra== antl pneitien as aM1ewn .—I antl nn t oJeinn o --.40RL Q TOT. LD. 37.0 PSF SEAN- 295639Dacails, unless. arca ocbarwisc. Rc Tor Co tlrawings 160A -Z for s antlartl Plato pos ltlons. A s al on <M1I78luildingCamonentsGrou(nC. i<M1ct<atTr' intlalerucO P P esponsibllity s e y T tlessgnrebawn. TM1a al,ltab`lity en .1'h' algn nr any a t"re is 'ss%pNAI DU R .FAC . 1 .2 5 FROM CHrnar a a e t Orlando FL, 32837 < M1c responsibility oT <M1c Bulltling Dosignor per ANS 1/TPI 1 Sec.2. For Wore infornatlon seo: TM1Ie job's genu ral notos pegc; ITW-BCG: w•w. icwbcg.con: TPI: wvw. cpins<.org: WTCA: www.sbclntluscry.con: FL COA #0 278 IDG: www. it<aafa arg lhlIl6L710 14_ SPACING 24.0 JREF- 1 VAE408_Z08 kova/- —raye -mlcnael raagett -- IyLU ralmettO Ave. JANYUKU, FL - Top chord 2x6 SP_#2_138 Bot chord 2x8 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers. Cladding load shall not exceed 0.00 PSF. Top chord must not be cut or notched Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MEMBER TO BE LATERALLY BRACED FOR OUT OF PLANE WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 0-2-9 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC D= 5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is not exposed to wind and Right cantilever is exposed to wind See DWGS A14015ENC100212 & GBLLETIN0212 for gable wind bracing requirements. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. 3X4(D1) = 6X6 = 6X6 = 3X4(D1) L,_2 -0-0:::,j 15-0-0 L12 -0-01i 0-2-9 T+B -o -o ll 30-0-0 Over Continuous Support R=90 PLF U=9 PLF W=26-0-0 RL=7/-7 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=O%(0%)/0(0) 13.01.0. ' QTY:2 FL/—/5/—/—/R/— Scale=.25"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI OctH• ja,' TC LL 20 . 0 PSF REF R408-- 80877IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. '• " • f••j` Trusses require e c In fabricating, „angling, s„Ipping, instal ing and bracing. Rnfor e a • .` • Yfeme `/` 13CS1 (Building Compononc Safaty Ininrmatinn,'by TPI ehd WTCA) fnr aafeay n TC DL 7.0 PSF DATE 10/06/14pracClcesep(acoor s`%P rformoing chaso f ons. Installers s 1 provide temporary bracing per BCS1. Nu.22$39UM1lnssnt.d nthnrw 1, tnp tl„tlrd s„a o proporly a< athe c<ral 5„ at„Ing a d iIt— t„ BC DL 10.0 PSF DRW HcusRaos 1az7s1ozah.— a properly ace hod rigid — 1h.g. LOGaclons`shown for pernenent lateral res rein of wpbs 1 a„a 1I ha„n bracing inatal'nd por BCSI sdttlnn= 133. BT nr BID. as s. to buiosapplicable. X BC LL 0.0 PSF HC any falluro — ENG GA/WPFnmALPINEITWB.ilding Cpnnnntn Crnop Ina. (ITW13CG) -11 not hn rpeneiblo fnr any david---on frnl. thin de=i TE (3F ;° qldchotrussinconformanceithANSI/TPI 1. er for „anal ing, shipping, Inscellecion • b—i., of <rtlasApply IF-- to eat„ fainwof <r.— and position am shown ebeve and on t e Aelnc TOT. LD. 37.0 PSF S E N — 295632Details, unlossnoced ochorwi R.—to dl-- 1GOA-2 for s ndard plate positions. A seal on chis •., O RVVPdrawingorcovrpage11—mg schis drawing.intl icacos accep tanto of professional engincoring F • ..•.••• 7Building. ComponentsGroupine. osp-1., ity a Inly , the dosigh shown. Thn suitability and e n esign fnr any a r «brn is BS pNA4 t' DUR. FAC. 1.25 FROM CHrnsponsibilityofehcBuildingDesignorparANSI/TPI 1 See.2.usForfm information so . [This job's Orlando FL, 32837 gonoral n s page: ITW-BCG'. w w. icwbeg.com; TPI: www.tpinst.arg. WTCA: wwwSsbc lntlustry.eom; WS6M FLCOA#0278 GC; www. =caefe.nrg 1114 SPACING 24. 0 t JREF— 1VAE408_ZO8 tlr 0nV54X6 3X4(D1) = 6X6 = 6X6 = 3X4(D1) L,_2 -0-0:::,j 15-0-0 L12 -0-01i 0-2-9 T+B -o -o ll 30-0-0 Over Continuous Support R=90 PLF U=9 PLF W=26-0-0 RL=7/-7 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave\R FT/RT=O%(0%)/0(0) 13.01.0. ' QTY:2 FL/—/5/—/—/R/— Scale=.25"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI OctH• ja,' TC LL 20 . 0 PSF REF R408-- 80877IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. '• " • f••j` Trusses require e c In fabricating, „angling, s„Ipping, instal ing and bracing. Rnfor e a • .` • Yfeme `/` 13CS1 (Building Compononc Safaty Ininrmatinn,'by TPI ehd WTCA) fnr aafeay n TC DL 7.0 PSF DATE 10/06/14pracClcesep(acoor s`%P rformoing chaso f ons. Installers s 1 provide temporary bracing per BCS1. Nu.22$39UM1lnssnt.d nthnrw 1, tnp tl„tlrd s„a o proporly a< athe c<ral 5„ at„Ing a d iIt— t„ BC DL 10.0 PSF DRW HcusRaos 1az7s1ozah.— a properly ace hod rigid — 1h.g. LOGaclons`shown for pernenent lateral res rein of wpbs 1 a„a 1I ha„n bracing inatal'nd por BCSI sdttlnn= 133. BT nr BID. as s. to buiosapplicable. X BC LL 0.0 PSF HC any falluro — ENG GA/WPFnmALPINEITWB.ilding Cpnnnntn Crnop Ina. (ITW13CG) -11 not hn rpeneiblo fnr any david---on frnl. thin de=i TE (3F ;° qldchotrussinconformanceithANSI/TPI 1. er for „anal ing, shipping, Inscellecion • b—i., of <rtlasApply IF-- to eat„ fainwof <r.— and position am shown ebeve and on t e Aelnc TOT. LD. 37.0 PSF S E N — 295632Details, unlossnoced ochorwi R.—to dl-- 1GOA-2 for s ndard plate positions. A seal on chis •., O RVVPdrawingorcovrpage11—mg schis drawing.intl icacos accep tanto of professional engincoring F • ..•.••• 7Building. ComponentsGroupine. osp-1., ity a Inly , the dosigh shown. Thn suitability and e n esign fnr any a r «brn is BS pNA4 t' DUR. FAC. 1.25 FROM CHrnsponsibilityofehcBuildingDesignorparANSI/TPI 1 See.2.usForfm information so . [This job's Orlando FL, 32837 gonoral n s page: ITW-BCG'. w w. icwbeg.com; TPI: www.tpinst.arg. WTCA: wwwSsbc lntlustry.eom; WS6M FLCOA#0278 GC; www. =caefe.nrg 1114 SPACING 24. 0 t JREF— 1VAE408_ZO8 SUPPORT REPORT JOB DESCRIPTION: 8097 WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# PROFILE T1 30.000 3.500 WALL 2.000 8.000 1853 113 T1 30.000 3.500 WALL 27.708 8.000 1853 102 T2 30.000 312.000 WALL 2.000 8.000 2340 234 Q 1 46 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Fl r, Inn nnh \Jinrl Cnoorl 1S' Mann I4ink+ par+roll., Vnri—,d F--„ n Vim+ = I no S 2x4 Brace Gable - Verticol Spocing Species Grade No Braces 1) 1x4 "L' Brace x Group A Group B 1) 2x4 'L" Brace x Group A Group B 2) 2x4 'L' Brace xx Group A Group B 1) 2x6 'L' Brace x Group A Group B 2) 2x6 'L' Brace Group A Group B r 1 / 42 4. 3" 7' 3' 7' 7' 8' 7" 8' 11' 10' 3' 10' 8" 13' 6" 14' 0" 14' 0' 14' 0' Snf r 3 4' 1" 6' 7' 7' 1' 8' 6" 8' 10" 10' 1" 10' 6' 13' 4- 13' 10' 14' 0' 14' 0' UU rHF Stud 4' V 7' 2' 7' 5" 8' 6' 8' ]0" 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' V 6' H, 7' 5' 8' 6' 8' 10" 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 41 4' 4' 7' 4' 7' 7' 8' 8' 9' 0" 10' 3' 10' 8' 13' 7' 14' 0' 14' 0' 14' 0' S P 24' 3" 7' 3' 7' 7' 8' 7' 8' 11" 10' 3' 10' 8' 13' 6" 14' 0' 14' 0' 14' 0" 3 4 1' 5' 11" 6' 4' 7' 11' 8' 5' 10' 1' 0' 6' 12' 5" 13' 3" 14' 0' 14' 0' U D rr L Stud 4' 1" 5' 11' 6' 4' 7' 11' 8' 5" 0' 1' 10' 6" 12' 5' 13' 3' 14' 0" 14' 0' Standard 3' 11' 5' 2' 5' 5" 6' ]0' 7' 4' 9' 3' 9' 11' 0' 9" 11' 6" 14' 0' 14' 0' U 1 / #2 4' 11' 8' 4' 8' 8" 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' S P fr 43 4' 8" 8' 1' 8' 8' 9' 8' 10' 1" 11' 7" 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' U HF Stud 4' 8' 8' 2" 8' 6' 9' 8'. 10' 1' 11' 7' 12' 1" 14' 0" 14' 0" 14' 0" 14' 0' O Standard 4' 8' 8' 2' 8' 6" 9' 8" 10' 1' 11' 7' 12' 1" 14' 0' 14' 0" 14' 0" 14' 0' 1 5' 0" 8' 5" 8' 8' 9' 11' 10' 3' I1' 9" 12' 3' 14' 0' 14' 0' 14' 0" 14' 0' S P It 2 41 11' 8' 4' 6' 8' 9' 10' 10' 3' I1' 8' 12' 2' 14' 0' 14' 0' 14' 0" I4' 0' ID 43 4' 8" 7' 3" 7' 9' 9' 8" 10' 1' 11' 7' 12' 1" - 14' 0' 14' 0' 14' 0" 14' 0" U DPL Stud 4' 8" 7' 3' 7' 9' 9' 8' 10' 1" 11' 7' 12' 1' 14' V 14' 0" 14' 0' 14' 0' Standard 1 4' 8" 6' 3" 6' 8" 8' 5' 8' 11" 11' 4' 12' 1' 13' 2" 14' 0" 14' 0' 4' 0' 1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' B. 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d SPFSPr 3 5' 1" 9' 0' 9' 4' 10' 8" 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' LD UI I P Stud 5' 1' 9' 0' 9' 4' 10' 8" 11' 1' 12' 9' 13' 3' 14' 0' 14' 0" 14' 0' 14' 0' O I Standard 5' 1" 9' 0' 9' 4" 10' 8" 11' 1' 12' 9" 13' 3' 14' Y 14' 0' 14' 0' 14' 0' X 1 5' 6" 9' 3' 9' 7' 10' 11" 11' 4' 12' 11' 13' 6' 14' 0" 14' 0" 14' 0' 14' 0' d SP 442 5' 5' 9' 2" 9' 6' 10' 10' 11' 3" 12' 11' 13' 5- 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 1' 8' 4' 8' 11' 10' 8' 11' 1' 127-9'- 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' rDr L tud' I stud--B'- 1' 8' 4' B' 11' 10' 8' 11' 1' 12' 9' 13' 3" 14' 0' 14' 0' 14' D' 14' 0" Standard 5' I' 7' 3" 7' 9' 9' 8" 10' 4' 12' 9' 13' 3' 14' 0- 14' 0' 14' D' 14' 0" Bracing Group Species and Grodes: Group A S ruse -Pine -Fir Hen -Fir ql / #2 Standard 92 Stud 3 Stud #3 Standard Dou los F' Lorch Southern Pine... 3 #3 Stud Stud Standard Standard Group B Hen -Fir 1 8 Btr 1 Douglas Fir-Lorch Southern Pinexxx 1 #1 2 #2 1x4 Braces shall be SRB (Stress-Roted Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes Wind Load deflection criterion is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. So. Pine lumber design values based on the ALSO January, 2012 ruling. Sym" Attach 'L' braces with 106 (0.128'x3.0' min) moils. About) Goble Truss 31( For (1) 'L' brace: space noils at 2' o.c. n 18' end zones and 4' o.c. between zones, Diagonal brace option.. Q (rl. )K9KFor (2) 'L' braces space moils at 3' o.c. vertical length may be T , VV In 18' end zones and 6' o.c. between zones, doubled when dio gonal 18' Q '' 'L' bracing must be o minimum of BO% of web brace is used. Connect _J 11 C member length. diogonol brace For 4509 'L' Z ,( It each end. Max web Brace 4't - v. \ Gable Vertical Plate Sizes total length is 14'. >Kx ) U \ QAI Vertical Len th No Splice 2.4 DF -L 42 or Less than 4' 0' IX4 or 2x3 better dlogonalr + Greater than 4' 0', but 2.5X4 Vertical length shown brace; single 18, less than 11' 6' in table above. or double cut )K Greater than 11' 6' 3X4 45 ( as shown) at + Refer to common truss design for upper end. peak, splice, and heel plates. ontinucus Bearing Refer to the Building Designer for conditionsConnectdlogonalat ' midpoint of vertical web. Itk IT, er to chart above for max gable vertical length. not addressed by this detoil. WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! sem- REL ASCE7-10-GAB14015IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ti j -+q/y T TTrussesrequireextremecorpinFobricoting, h,ntlling, shipping, installing Intl bracing. 'Refer to Intl it I' P/ L DATE 2114112 1111T[T i'l, ow the, editto, of BCS] (Building Component Safety In£or metion, by TPI nntl WTCA) for safety - `N I A- ctices prior to performing these functions Inst111ers shall provide temporary bracing per BCSI. a';,CrEN$('•A ess nIt'd otherwise, top chord shall have properly atto[hed structurol sheathing and bottom DRWG A14015ENC100212 rd shall have A properly poached rigid ening. Locations shown for pernanent loterol restraint No.22839websshallhovebracinginstoltedperBCSIse['lions B3, B7 or B10, os op uc. ble. Apply plates to tote of <russ Intl position os shown above nntl on the Joint Details, unless no otherwise. pBuildingComponentsGroupInc. Refer to drawings 160A -Z for standard prate positions. /`( 17W Balding Components Grnup Inc shall not be responsible for any deviation from this drawing, any TE VF MAX. T T. LD. 60 PSr failure to build the truss in con for ma ace with ANSI/TP] 1, or far handling, shipping, instanotian B t bracing of trusses. A seal on this drawing or cover poge listing this tlrawing, indicotes Icceptonce' •. . ' V of Rrofessionnl engineering responsibility solely for the design shown. The suitability nntl us of this '• OR, drawing for -any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2e Earth City,MO 63045 For nor inFormntlon see this job's general notes page and these web sites: rs ' TWDCG: . w.itwbcq.rom; TPI: w w. tpins t.org; WTCA, w w.sbcindustly.olg; ]CC: w safe.org `s/QA IMAX, SPACING 24.0" 10/06/2014 Gabhe Detail For Let -in Verticals Gable Truss Plate Sizes Rigid Sheathing 4 Nails T' ReinforcingMember bteNails 1 Spaced At 4' O.C. 4 Nails Ceiling GoTr ppropriate ITW gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a te that covers the total area of lopped plates to span the web. e 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails 106 Common (0.148'x 3.%min) Nails at 4' o.c. plus 4) nails in the top and botton chords. Toenplled Nails IOd Common (0.146'x3',min) Toenails at 4' o.c. plus 4) toenails in the top and bottom chords. This detoil to be used with the appropriate ITW gable detail for ASCE wind load. ASCE 7-98 Gable Detail Drawings A13015980109, A12015980109, A11015980109, A10015980109, A13030980109, A12030980109, A11030980109, A10030980109 ASCE 7-02 Goble Detail Drawings A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Goble Detail Drawings A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 ASCE 7-10 Gable Detoit Drawings A11515ENC100212, A12015ENCI00212, A14015ENC100212, A16015ENC100212, A18015ENC100212, A20015ENC100212, A20015END100212, A20015PED100212, A11530ENC100212, A12030ENC100212, A14030ENC100212, A16030ENC100212, A18030ENC100212, A20030ENC100212, A20030END100212, A2003OPED100212 See appropriate ITW gable detail for maximum unreinforced gable vertical length. T' Reinforcement Attachment Detail T' Rein Forcing 'T' Reinforcing Member Member roe -soil - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply'T' increase by length (based on appropr Tote ITW gable detoil). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. u/eb Length Increase w/ "T" Brace T' Reinf. 'T" Mbr, Size Increase 2x4 30 Example: 2x6 20 'L ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP 4f3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4' 'L" Brace Length = 8' 7' Maximum 'T" Reinforced Goble Vertical Length 1,30 x 8' 7' = 11' 2' wWA RNINGIw• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REL LLT -IN VERTIMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. K(9h._ Trusses reaulre extreme core In fabricating, handling, shipping, instolling and bracing. ReFer to and \ ^1 DATE 2/16/12"' follow the latest edition o£ SCSI (Building Component Safety Inior notion, by TPI and WTCA) for so Fety _` V pr actir es prior to performing these £unctions, ins rollers shall provide temporary bracing per BCSI. ENS • ., ?jQO unless noted ptherwise, top chard shalt nave properly attached structural sheothing And bpttpn V ' Y lF DRWG GBLLETIN0212 C stroll have o properly ottochetl rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BIO, os applicable. Apply plates to No. 22639eachfaceoftrussAnd pat ion os shown above and on the Joint Detoils, unless noted pth-ise. Building Components Group Inc. Refer to drawings I60A-2 for standard plate positions. ITW Builtling Components Group Inc. shall mat be responsible for any oleviotian iron this drawing, any R TE OF 1[ MAX. T T. LD. 60 PSE angfailure to build the truss in oniornance with ANSI/TPI 1, or for handling, shipping, installation g • • brciof trusses. A Sealawon this dring or cover page listing this drowing, ,no1c.tes acceptance OF professional engineering r¢sponsibility solely for the design shown. The suitability and u of this DUR. EAC. ANY drowing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2e •yl V. Earth City, MO 63045 For nor nFpaton see this job's general noites page and these web sites F OR ,• • ITWBCG:. rn. itwbcg.can; TPI: www.tpinst.arg; WTCA: www.sbcindustry.org; ICC: www.,ccsafe.org sis/naila.G 1n MAX. SPACING 24.0" 10/06/2014 o a C' T' Reinforcement Attachment Detail T' Rein Forcing 'T' Reinforcing Member Member roe -soil - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply'T' increase by length (based on appropr Tote ITW gable detoil). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. u/eb Length Increase w/ "T" Brace T' Reinf. 'T" Mbr, Size Increase 2x4 30 Example: 2x6 20 'L ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP 4f3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4' 'L" Brace Length = 8' 7' Maximum 'T" Reinforced Goble Vertical Length 1,30 x 8' 7' = 11' 2' wWA RNINGIw• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REL LLT -IN VERTIMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. K(9h._ Trusses reaulre extreme core In fabricating, handling, shipping, instolling and bracing. ReFer to and \ ^1 DATE 2/16/12"' follow the latest edition o£ SCSI (Building Component Safety Inior notion, by TPI and WTCA) for so Fety _` V pr actir es prior to performing these £unctions, ins rollers shall provide temporary bracing per BCSI. ENS • ., ?jQO unless noted ptherwise, top chard shalt nave properly attached structural sheothing And bpttpn V ' Y lF DRWG GBLLETIN0212 C stroll have o properly ottochetl rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BIO, os applicable. Apply plates to No. 22639eachfaceoftrussAnd pat ion os shown above and on the Joint Detoils, unless noted pth-ise. Building Components Group Inc. Refer to drawings I60A-2 for standard plate positions. ITW Builtling Components Group Inc. shall mat be responsible for any oleviotian iron this drawing, any R TE OF 1[ MAX. T T. LD. 60 PSE angfailure to build the truss in oniornance with ANSI/TPI 1, or for handling, shipping, installation g • • brciof trusses. A Sealawonthis dring or cover page listing this drowing, ,no1c.tes acceptance OF professional engineering r¢sponsibility solely for the design shown. The suitability and u of this DUR. EAC. ANY drowing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2e •yl V. Earth City, MO 63045 For nor nFpaton see this job's general noites page and these web sites F OR ,• • ITWBCG:. rn. itwbcg.can; TPI: www.tpinst.arg; WTCA: www.sbcindustry.org; ICC: www.,ccsafe.org sis/naila.G 1n MAX. SPACING 24.0" 10/06/2014 t. 1 RECORD COPY City Sanford Building and Fire Preventio Product Approval Specification Form Permit # ( Project Location Address n olwmv As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging 1 fres a i --LL L, Licks rL t C ri 5 Ti berc,la-!mss FLi52a5; Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun A (e'vc_ Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles 7,KQiiX"i, U ;;o gas C r,t i i". s k- i i > 'I? Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Q A , Cements/ Adhesives / Coating UPO Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products X15-146 Applicant's Signature ANFORD Applicant's Name Please Print) June 2014 3 a.; r-toriaa Dunuing wuc vnim.t: S Yhr77`*r gaLYrc. i X+'Lx dk?. £!f-2.: R' drf,•.{sa+r."h"'r''u....,ve4 a+. yta.(9 84akia'.a°.,51u`t.urt Jt'i i.w`a?.b4?kwh3-i yq r,,t¢v BCIS Home Log In _: User Registration Hot Topics _: Submit Surcharge Stats &Facts Publications ;'. FBC Staff SCIS Site Map Links', Search Busines f Gary Pfuehler Professional US°d PcblApproval Rea. i.; latiu 1. Received If1@.1f.9.#1.R! Product Approval Menu > Product or Application Search > Application List > Application Detail Year n FL #FL15279-R2 2005 Application Type Revision Code Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified 2002 by the POC and/or the Commission if necessary. Comments 2002 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Scott Hamilton _ shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. ETL/Warnock Hersey Validated By Gary Pfuehler I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Florida Licensed Professional Engineer or Architect Fl -15279 R2 Equiv 20140603 - FBC - DASMA 115 eouiv.pdf Method 1 Option A 05/30/2014 06/09/2014 httn•//xxnuul ilnrifinhinildinu.oi-g/nr/nr anti dtl.asbx?param=wGEVXQwtDgv3yVVKJZIQ... 8/13/2014 rlorluu Dullulug l.ouc kiinulc Date Pending FBC Approval Date Approved 06/16/2014 Summary of Products Go to Page _-+ 1i i Pagel / 8 FL # Model, Number or Name Description 15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; of inspection.odf 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) FL15279 R2 C CAC W3 Listing Intertek.pdf 64, 65, 62G, 621-G, 64G, SDP38, WINDCODEQ W3 Garage Door Other: The OPTIONAL glazing available for this product SFL38, SRP38, 134, 135, 136, meets the wind load requirements of the building code but Installation Instructions 6130, 6131, 6133 FL15279 R2 II 104175-Rev0l.pdf Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with Proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 II 101655-Revl2.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GDlLP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARILP, ED1SP, ED1LP Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and goof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 II 103952-Rev0l.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and proof' of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 II 104175-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports t2x Created by Independent Third Party 15279.4 004 W3-16 DSIE-1A171: 2050,1 3/8" in Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODEO W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R2 C CAC Letter with proof of contract and Proof of insoection.Pdf FL15279 R2 C CAC W3 Listing Intertek.pddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R2 II _101820-Rev13.pdf Verified By: Intertek Testing Services NA Inc. ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: httn://www.floridabuildinv-.orR/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 8/13/2014 i 15279.6 006 W3-16 DSIU-1A171: 9130; 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 15279.5 005 W3-16 DSIE-1A471: GD15P, Gallery/Artistry/Expressions; 1-3/8" Double -skin Insulated Approved for use in HVHZ: No GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min,) Approved for use outside HVHZ: Yes AR1LP, EDISP, ED1LP Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 tI 104028-Revnl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130; 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE( W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and oroof of inspection. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R2 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 II 104168-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN -21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with Droof of contract and proof Approved for use outside HVHZ: Yes of inspection.-picf Impact Resistant: N/A FL15279 R2 C CAC W3 Listinq Intertek pdf Design Pressure. +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R2 II 101308-Rev12.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 2" Double -skin Insulated EPS (exterior skin 27 ga. min interior skin 27 ga. min.) Single Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R2 C CAC Letter with proof of contract and'6roof_ ofinspection.pdf FL15279 R2 C CAC W4 Listinq Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R2 II 101652-B-Reyll.pcif Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R2 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.odf Impact Resistant: No FL15279 R2 C CAC W4 Listing Intertek.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 8/13/2014 MODELS 24 GA SH13RT 27 GA SHORT 27 GA FLUSH E7 GA LANG DOOR HEIGHT MDFSECTODIS Y OFSTRUTS CL13PAY 4400, 4401 4300, HDG_ 4301, HDGF 4310, HD0. UP TO 7'D' 7'3' TO B'0' 43 33 ENGAGES K INSIDE HANDLE 8'3' TO 8'9' S 4 HOLMES 66, 66G, 6200 68, 6201 67, 67G, 620 9'0' TO 10'6' 6 4 10'9' TO 12'3' 7 3 IDEAL SP200 SF200 SE200 12'6' TO 14'0' 8 6 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION 8-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2"x16'. IMPACT RESISTANT GLAZING IS 21-5/8'04-1/8". y-A N ISI ISI ISI rJ N Iii I LM ISI hI N r OPIgWL OUMDE KEYED-' LOCK POSITION SNORT PANEL SHOWN M11C DOOR WIDTH - 7-0' RAGE fl NA 4) /14.6/9' SHEET METAL SCREWS O 4) 1/4'13/4' STF TAPANO SCREWS 14 G EMD HNOE fR oA EITERIEIKATE MNGF NOIf: 14 G INTERMEDIATE NDIOES ON 24 G EX10WR SON DOOR MODELS) SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; A TRACK AND JAMB DETAILS. R" T SHEET 1 OF 2 SNA' LATCH ENGAGES OHM VE rnm TRROL ENDsLE SNAP Oli % EONEACH OFEAOHSIDEQi DDDR/ SHORT PANEL SIOWH OVISUE OUTSCE IRYED Sf1E E HAIDLE / ENGAGES K INSIDE HANDLE SIRE BOLT TRACK ON LDGK EACH SIDE I= ENCACES K KF1TL IMA[ SNA+ uTOT L CX aP11tY1 IITIO VEAL O E oilSERE TRA OF DOOR TWD PDDR IDCIGNO KID TRACK T A ( ENDsLE 0'-W -1 SHORT PANEL SIOWH OVISUEHANDE LOCK BAR' ENGAGES K TRACK ON LDGK EACH SIDE LIfCJ( RAR IDOQIG OF DOOR 27 CA MSI. MEL EXTERIOR SON WITH 0-40 GILVAN04% BVQD-ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7 10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH N BUILDING'S DID ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI DASNA 108. RIE -SPECIFIC CALCULATIDNS BY A QUALIFIED D PROFESSIONAL MAY DIFFER. ULTIMATE VINO SPEED (IPID - 1523 133 140 143 160 EXPOS RE D, C. D B. C, D D, C D, C DCATEGORY MEAN ROOF HEIGHT ES' 13' ES' 15' 30' CI®pay C. D BUILDING PRODUCTSBSBSDUKEBLVD. MASON, OH 45040 Building Products (513) 770 - 4800 2' THICK SUDONE TILLED CXNIEL SEPARATES FRONT AND BCH SKIN OF DOOR 12 G. GLV. STEEL TDP ROLLER BWY.TO=f. EACH BRACKET ATTACHED144B' SHEET YETW/I4) NOUE AND OROONE JOKTS 2-1/4' TALL . 20 a OALV. SEER U -BAR. U -8W(( )Q)TY/AS SHORN N TABLE ATTACHED ArTEAGH HMf:E'a]/1' SElf TAPPING SCREWS saL, A -ft 27 G STEL INTERIOR SKIN WRH 0-150 GALVANIZING. SAID -014 M 61 R AND A BAOD--OH POLYESTER PAINTED TOP COAT 13 G. GLV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) 11144/6' SHEET METAL SCREWS AUA/NUY EXTRUSION 9M WEATHERSTRIP, DESIGN ENGR4EM ARK FIDI6G P.E P TEXAS P.E. /91313 DESCH WADS`. +29.0 PA".* -29.0 PSF. TEST LOADS: +420 PAY. ! -43 PSF. 3 II®Li — w — .AT9'OMO, YA Iml » W 4 X 16'0'H M/N 4300/4400: +28/-29 PSF MODELS 24 GA SHORT 27 GA SH11RT 27 GA FLUSH 27 GA LONG CLAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL HOLMES — 66, 66G, 6200 68, 6201 67, 67G, 620: IDEAL — SP20D SF200 SE200 IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101652-A SECTION B -B (IMPACT -RESISTANT GLAZING OPTION) DL V Lvov -w ren. ('umi Hxr c iio nncq. I FWDNr FAxAOE slmlc e•AANr DIETAEDR atm sal NW W414 WIMLT RH3fNlf ac -PELF NASTDTI FO.MOImC W:aEW1T nstacn ro FNWc 1KIN IRotnm o< I>7f/M f1o) R . D/4' nw Eva rApWc svE9rs ax24ur rROFIr nuc t 0,0E IMPACT RESISTANT CONSTRUCTION: san Does aAaxD77 M DDas wrm aProNA WiAT-RE99TANT OIALC ARE IYPIL'f f OPIROYL NRODON-LODED POLYCAABONTE FNONT FR,WE AO O,iZW 5 OE LOWR 4%24]27. AN AliWOVED CC2 PLASTIC N ACCORDANCE WON STANDARD ASSEMBLY DETAILS DRAWING 101652-8 SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) DROIT FTrAE WITH U.V. COOM ON OUTSl)E SUFVLE NOTE THU FRONT FRAWE 6 NAIIR0IRR Tial EPACf-IESSTANT FIiYE. La aADw MOLLED NSOE //4• FWN IctD SaEW. LITE REE49NM STANDARD SS MR Y CONSTRUCTION: OPIlOW1 550, DID OR 1 Y A,OM UTES 90AABIE OPRONAL MCRTUC B PASKOUTE CPIs OR LLK'n CP APPROVED CC2 RASVC N ACCORDANCE WITH EN:/PBC rHEnmORWE DONE AT1E]BLY DdffNJ D N OdRRYNCE WTTN TNB SEC110N NEE1S THE WIND LORD RFDTAROENR h OF 11E FLORIDA NRDNO CODE OR WDOUTaV. r'_ , BaCD WN1NE OEPHT REGIONSROE. CHAvm 1e FSC/®C). ` J' 1 VQTOCAL JAMB ATTACHMEIT (WOOD FRAMF BUILINfST• 1/2'x3' LAG SCREWS ON 24' CENTERS. 1' O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROMDE A FLUSH MOUNTING- SURFACE HORIZONTAL JAMBS DO NGT TRANSFER LOAD. SHOP MOULDING SY DOOR 96O11ER CFO 440 US YELLOW PIKE i'0" W SEREW PER SRASQf. `10 OL WIN. CAV. SIM CENTER NNW 2' GLV. SIEEFL TRICK FASTFIlfD 70 RISOE SHIN M (4 FASNIEL TO TRACK BRACKEM E/OI /iNd/I' 91EE7 YET EACH BRA,MT ATTACHED 'MRI ONE 14 GA GALV. SIEl ROLLER NNLi 1/4-16/O TWO II4' MViiS. ; 1A51 W 4 WHIN EALN amnagArM 10 MNL SHORT STEL STEESIM MNALLROLLER STFE. OR NYLDN TWE S C6 pi b— c SHEET 2 OF 2 YMCA' uuB ATT .HALM (C-90 MK OR 2000 P51 MIN CONCRETE COLUMN)- 3/8 -X4 - O UMNT- 3/8'X4' SLEEVE ANCHORS ON 24' CENTERS (BOTH C-90 BLOCK OR 2000 PSI MIN. CONCRETE) OR 1/4X4' TAPCON SCREWS ON 24' CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, i' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOW. LORE:: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE DRAWING. Nom: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR Np®NTAL TRILL SUPPOIT W DDDR WS7AIER fro 4A F TALL DOaRs AVo ulmR 1D aF=ED FIAD ETRWOd:f. IHR 7OP BRACKET T:Y.N TASIE7IED TO WOOD ,Vll9 WIT71 DOUBLE HORQOMAL WOOD EIC SL'TEYVS. TRACK g HEta1T LOW HEADROOM OPTION 2• DALV. SMEL TRACK, t. NL TP.NA( T1IODIE54 AGO, TTP. 2-1/7112 a IAV. S1EEL TNCK MhCK T. V (4) TPAs( FWA!](ES PER SEL L[ Yi wtn` m'a V*wac R r TRAIT( AVau xA LEEDEI IIOIROMTA 1R/[:I( SIFPOW BY DOOtTzAm-17mmew R TE DLL C. SUh FLA. AMa scEcwsCK000' MIK. S CI®pay CLOPa555 D BUILDING PRODUCTS85&5 DUKE. BLVD. MASON, OH 45040 Bullding Products (513) 770 - 4800 COn1DOnY NOIR. POR DOOR o nt 12'-W WK TACK COE1oANTKN SIAL NOT EXCEED WJOYW SPAONO FWOVOTLL CC Y FACTORY RR MORE DE E RCO. Noon"FLORIDADESIGN "P.E 1404 PP1 12 112. TOW P.E. /91613 DFSKN LLADSL .21LD PSE ! -20.0 PSR. TEST DUDS. 442.0 PSR. • -43.0 PSR. NN.ACIMmWP®x.T x PANY W; T= s'oivx i 6'0?1 cm 96X12 mw mWW MIN 4300/4400: +2B/-29 PSF om® TED 7 — 121-710-1652B10118565 Flori4a Building Code Online Page 1 of 3 Ar a z( BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links }SearchF'raicta QepalLn!ertlI Busines h I tti Product Approval 13 Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL15225 R1 Application Type Editorial Change Code Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [j Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative SANFORD Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing 1 4 6 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval National Accreditation & Management Institute Ryan ]. King, P.E. F— Validation Checklist —Hardcopy Received Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Method 1 Option A 07/06/2012 07/08/2012 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 10/27/2014 Florida Building Code Online Date Approved Summary of Products FL # 15225.1 Model, Number or Name 08/14/2012 Description Page 2 of 3 a. "Classic -Craft" and "Benchmark, 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.1-68 (6'8 Door Products), INST 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300- 04) FL15225 R1 C CAC 15225.1 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15225 R1 II INST 15225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R1 AE EVAL 15225.1-80.odf FL15225 R1 AE EVAL 15225-1-68.1)df FL15225 R1 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and Benchmark by Therma-Tru" 6/8 Opaque Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R1 C CAC 15225.2 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FL15225 R1 II INST 15225.2-68.odf 15225-68M (6'8 Door Products Direct to Masonry) for FL15225 R1 II INST 15225-68M.Ddf installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 Evaluation Reports Verified By: Lyndon F. Schmidt, P.E. 43409 FL15225 R1 AE EVAL 15225.2-68.Ddf FL15225 R1 II INST 15225-68M.Ddf FL15225 R1 AE EVAL 15225-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark by Therm. -Tru" 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Sidelites. Inswing and Outswing Approved for use in HVHZ: No FL15225 R1 C CAC 15225.3 NAMI certs.Ddf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Design Pressure: N/A Installation Instructions FL15225 R1 II INST 15225.4-68.pdf Other: See INST 15225.3-68 (6'8 Door Products), INST FL15225 R1 II INST 15225.3-68.pdf SANFC 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R1 II INST 15225.3-80.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Door Products Direct to Masonry) for installation FL15225 R1 II INST 15225-68M.Ddf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 FL15225 R1 AE EVAL 15225.4-68.pdf 04) Created by Independent Third Party: Yes FL15225 R1 AE EVAL 15225-68M.pdf Evaluation rts yy, q q FL15225 R1 EoEVAL 15225.3-68.Ddf ff 1 4 1 FL15225 R1 AE EVAL 15225.3-80.Ddf FL15225 R1 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R1 C CAC 15225.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL15225 R1 II INST 15225.4-68.pdf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R1 II INST 15225.4-80.12df Door Products Direct to Masonry) for installation FL15225 R1 II INST 15225-68M.Ddf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R1 AE EVAL 15225.4-68.pdf FL15225 R1 AE EVAL 15225.4-80.0f FL15225 R1 AE EVAL 15225-68M.pdf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R1 C CAC 15225.5 NAMI certs.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 10/27/2014 e Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300- 04) Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions X5225 R1 II INST 15225.5-68.Ddf FL15225 R1 II INST 15225.5-80.1)df FL15225 R1 II INST 15225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R1 AE EVAL 15225.5-80.odf FL15225 R1 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes Page 3 of 3 15225.6 f. "Premium Series", "Construction 16/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate FL15225 R1 C CAC 15225.6 NAMI certs.Ddf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15225 R1 II INST 15225.6-68.1)df FL15225 R1 II INST 15225.6-80.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R1 AE EVAL 15225.6-68.Ddf FL15225 R1 AE EVAL 15225.6-80.Ddf Created by Independent Third Party: Yes Back Nezf Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. ;Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: clie2K UILt.i/N, secur itval antics- SANFORDDRD 1 14 6 http://www.floridabuildinp-.orR/pr/pr app dtl.aspx?param=wGEVXQwtDgv3vVVKJZIQ... 10/27/2014 111' ERMANTRUO THERMA TRU DOORS 11IS INOUSTRIAL DR.. EDGERTON, ON 4351 7 Classic -Craft" and "Benchmark by Therma-Tru" 68" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W1 & W/OUT SIDELMES INSWING I OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2010 Florida Building Code (FBC) excluding the 'High Velocity Hurricane Zone'. See the Certification Agency Certificate forsizes, specifications and ratings. 2. Product anchors shoal be as fafed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing, stucco, foam, bride and other wall coverings. 3. Wood screws shag be installed following installation instructions of ANSI/ AF&PA NDS 2005. AY other fastener types to be "r taged fallowing fastener monAactureds installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener nxinufactixer but in no instance shag They be less than shown in this drawing. 5. Where shims are used, they must be a 5fgid / sfdr material that comp lees with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jots in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABIEOFCOMMMS SHEET IF DESCRIPTION I Typical elevations, design_ pressures & general notes 2 Buck anchoring 3 Nome ancharng 4 Name oachorkV & bD of materials 5 Horizattd & ve x:d crass Sections 6 Vertical cross sections L 105.5(r MAX. 1 5 DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 47:0 -47.0 66.50" MAX. OVERALL WIDTH 7 2 3 5 5 5 SINGLE W1 SIDELITES 0X0 MAX DESIGN PRESSURE 47.0 -47.0 37.50" MAX. 74,W' MA)L OVERALL WIDTH m OVERALL WID 1' II eJ, 4 1 2- 3 1 2 5 5 5 5 5 DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 47:0 -47.0 66.50" MAX. OVERALL WIDTH 7 2 3 5 5 5 SINGLE W1 SIDELITES 0X0 MAX DESIGN PRESSURE 47.0 -47.0 i H 9 z1zu WE 2121112 i s AL* N.T.S. 01 M. BY, JK o cwc BY: LFS 3 DPAMW NO< rc FL --15225,1-681 N D mm 1 OF 6 " 37.50" MAX. 74,W' MA)L OVERALL WIDTH m OVERALL WID OVERALL r- WIDTH 1 2- 3 1 2 5 5 5 5 5 4. O.H. I I, 71:, 4OMIII, IIII w S e= L= 5 O.H. 1 I lSirv_ 5 5 1 11 I' .il I I I II1 Y f I, Li LI 1' C 7 4= 7-7 $ II et l; I, ,I 1 i it II ,! rY T y it II II I1' 4 5 6 4 S S 1 2' 3 4 6 fi 6 6 6 6 6 6 6 4 SINGLE X DOUBLE XX. SINGLE VI/SIDE-1I rE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PA ESSUi 1 77.0 -77.0 47.0 -47.0 47.0 -47.0 C LOCKHARDWARE MFGtSEHIES cnKWIKSU V T f SIGNATURE SERIES LATCH KWiKSET$IGNATURE SERIES 780 DEADBOLT r Q i H 9 z1zu WE 2121112 i s AL* N.T.S. 01 M. BY, JK o cwc BY: LFS 3 DPAMW NO< rc FL --15225,1-681 N D mm 1 OF 6 " MASONRY OPENING 2X BUCK MASONRY_J OPENING 0 2X BUCK--' nS t d DOUBLE W/SIDELITES BUCK ANCHORING II 11G II II TYP. HEAD A!` JAMBS I ASTRAGALSEENOTE1SHOWN FOR REFERENCE II II II II II II II MoLellig so0" MASONRY J OPENING Eli 2X BUCK — W µU O1zCO o 4" —i—T-1 4" II I II MULLION 4 II SHOWN FOR TYP II REFERENCE HEAD I I JAMBS SEE NOTE 1 II II II II II II II sF MASONRY J OPENING 2X BUCK- yU rnZ O NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, at mullion locations, and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" wmust be adjusted to maintain the minimum edge distance to W mortarjoints, additional concrete screws may be required to U ensure the maximum on center dimension is not exceeded. O 1 2. 2X buck min. S.G. i 0. 55. 1 ' ZY T O 4"--r'T--i-- 4" II l I II II MULLION II 4 II SHOWNFORTYP II II REFERENCE II HEADII II JAMBS II SEE NOTE 1 II l II II I MULLION SHOWN FOR II II REFERENCE II II II II II II II SINGLE W/ SIDELITES BUCK ANCHORING 4" 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 2X BUCK DATE: 2121112 MAA N.T. S. G Dwa er: JK m DHc. ft LFS 3 DRAWING NO.: a FL -15225.1-68 0 swEr 2 or 6 4" 4;. I II II II II 4 MULLION II SHOWN FOR MULLION TYP. II REFERENCE II NNFORJII HEAD REFERENCE II JAMBS SEE NOTE 1 II I I II II II II Ik ASTRAGAL II II II SHOWN FOR II II II II II II REFERENCE II II II II II II MASONRY_ J OPENING 0 2X BUCK--' n S t d DOUBLE W/ SIDELITES BUCK ANCHORING II 11G II II TYP. HEAD A!` JAMBS IASTRAGALSEENOTE1 SHOWN FOR REFERENCE II II II II II II II MoLellig so0" MASONRY J OPENING Eli 2X BUCK — WµUO1z CO o 4" —i—T- 1 4" II I II MULLION 4 II SHOWN FOR TYP II REFERENCE HEAD I I JAMBS SEE NOTE 1 II II II II II II II sF MASONRY J OPENING 2X BUCK- yU rnZ O NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1-1/ 4"minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, at mullion locations, and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" wmust be adjusted to maintain the minimum edge distance to W mortarjoints, additional concrete screws may be required to U ensure the maximum on center dimension is not exceeded. O 1 2. 2X buck min. S.G. i 0.55. 1 'ZY T O 4"--r'T-- i-- 4" II l I II II MULLION II 4 IISHOWN FORTYP II II REFERENCE II HEADII II JAMBS II SEE NOTE 1 II l II II I MULLION SHOWN FOR II II REFERENCE II II II II II II II SINGLE W/SIDELITES BUCK ANCHORING 4" 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 2X BUCK DATE: 2121112 MAA N. T. S. G Dwa er: JK m DHc. ft LFS 3 DRAWING NO.: a FL -15225.1- 68 0 swEr 2 I C" maw, D' '•E" BS A W/2X BUCK INSTALLATION F63" G" i -i -•i IN PAIRS 30 II II I J MULLION III SHOWN FOR L4 `r REFERENCE W/2X BUCK INSTALLATION Cr W p U W/1X BUCK INSTALLATION ZUTYP. HEAD & JAM SEE NOTE 1 - SEE NOTE 1 C" VIEW "C" -"C" SINGLE DOOR W/SIDELITES SEE -/ DETAIL "4' E M+N A W/2X BUCK INSTALLATION G" r6 6. IN PAIRS 30 1I I TIN NN it MULLION L4 `r TYP. REFERENCE W/2X BUCK INSTALLATION n SEE NOTE 1 W/1X BUCK INSTALLATION p I za w N Imo- M N V) gZ pU p o y C, LO SEES U rpl + DETAIL to L= r a . VIEW "E" -"E" VIEW SHOWN W/ OPTION4L C/O vR RUGATED FASTENERS, D(TYPEM /30 . ALL SIDELHE TO DOOR JAMB CONNECTIONS) D" "A" A W/2X BUCK INSTALLATION r6 6. 1I I TIN NN it MULLION L4 `r SHOWN FOR REFERENCE W/2X BUCK INSTALLATION n SEE NOTE 1 W/1X BUCK INSTALLATION j TYP. HEAD & JAMBS ij-- 1 SEE NOTE 1 1 A" SiNGLE DOOR WISIDELI7E In ui B" A" swr I LSEE -5 - DETAIL DETAIL 2" B" A" VIEW "B" -"B" SINGLE DOOR yJJ NOTES: W/2X BUCK 2 O INSTALLATION 01. 1/4" fTW concrete screws anchoring frame and/or sill require a minimum 2-1/7' clearance to masonry edges, a i-1/4" minimum embedment and a minimum 3" clearance to adjacent B W/1 X BUCK 11 concrete screws. Substitution of equal concrete screws from a different supplier may hove INSTALLATION different edge distance and center distance requirements. Concrete screw locations at the D SEE NOTE 2 comers, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortariaints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAIL "2" 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/B" clearance to f1 masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent W/2X BUCK 2 concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLATION B 3. The sidelite is direct set into the jamb with (12) #8 x 7' pfh. wood screws. There are (4) at each W/1 X BUCK vertical jamb, from the top down at 13.5'; 31" . 48.5" & 66"There are (2) at the header at 4" from INSTALLATION 12 1 C 1 SEE NOTE 1 the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. ..r. 4. For optional sidelite construction with staples, s"Idelite is direct set into the jamb with (4) r/6"X 1 1 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). DETAIL "1" DETAIL "4" O 1 3T J4 in W S N; 12 ae c N„i zz 8 6 0S J q la DATE 2121112 z SCALE. N.T.S. D DWG. B1: JK In CHK Rn LFS 3 DRAWND ND.: FL -15225.1-68 0 SHEET 3 Or 6 — 1 I A W/2X BUCK INSTALLATION W/1X BUCK - 8 INSTALLATION TYP. HEAD & JAMBS o U SEE NOTE 1 - O SEE NOTE 1 LSEE -5 - DETAIL DETAIL 2" B" A" VIEW "B" -"B" SINGLE DOOR yJJ NOTES: W/2X BUCK 2 O INSTALLATION 01. 1/4" fTW concrete screws anchoring frame and/or sill require a minimum 2-1/7' clearance to masonry edges, a i-1/4" minimum embedment and a minimum 3" clearance to adjacent B W/1 X BUCK 11 concrete screws. Substitution of equal concrete screws from a different supplier may hove INSTALLATION different edge distance and center distance requirements. Concrete screw locations at the D SEE NOTE 2 comers, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortariaints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAIL "2" 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/B" clearance to f1 masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent W/2X BUCK 2 concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLATION B 3. The sidelite is direct set into the jamb with (12) #8 x 7' pfh. wood screws. There are (4) at each W/1 X BUCK vertical jamb, from the top down at 13.5'; 31" . 48.5" & 66"There are (2) at the header at 4" from INSTALLATION 12 1 C 1 SEE NOTE 1 the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. ..r. 4. For optional sidelite construction with staples, s"Idelite is direct set into the jamb with (4) r/6"X 1 1 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). DETAIL "1" DETAIL "4" O 1 3T J4 in W S N; 12 ae c N„i zz 8 6 0S J q la DATE 2121112 z SCALE. N.T.S. D DWG. B1: JK In CHK Rn LFS 3 DRAWND ND.: FL -15225.1-68 0 SHEET 3 Or 6 — 1 I w lo IN n.2 6" PAIRS 30 3 3 . 13' 3' 3" TY 3" ' 1 f` 6" I_ it II 1 li I 1 II SEE NOTE 311 II _ A SHEET 3 II SEE DETAIL "3" Y SEE DETAIL II J; ASTRAGAL- lII MULLION NSTALLATION rn C SHOWN FOR II SHOWN FOR x W W/1 X BUCK o cwi _ I REFERENCE II REFERENCE 2 ONLY II z 2 I W/1 X BUCK9 ASTRAGAL INSTALLATION 11 SEE NOTE 1 JAMBS 16 II SHEET 3 II 16X1216 5 II 5 II II C" A" DOUBLE DOOR W1SIDELITES VIEW "E" -"E" DOUBLE DOOR SHOWN W/ OPTIONAL CORRUGATiD FAMWER$ REM 13D (TYP. ALL SO= TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A W/2X BUCK Y SEE DETAIL 70 X 1-374- PFH WOOD SCREW NSTALLATION rn C 3" II W/2X BUCK A x W W/1 X BUCK o cwi _ I II INSTALLATION 2 NSTALLATION w a- TYP. HEAD N y z 2 I W/1 X BUCK9 ASTRAGAL INSTALLATION 0 Lj t JAMBS N SHOWN FOR IYP. HEAD & p SEE NOTE 1 REFERENCE II JAMBS - SEE 9 SHEET 3 = STEEL ONLY II NOTE 1 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL FT II SHEET 3 STEEL SEE MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 DETAIL "4' STEEL SEE NOTE 1 II SEE NOTE 1- HEADER JAMB 4.656" X 1.25" THERMA-TRU, SUGAR PINE SG >= 0.34 w 21 SHEET 3 II SHEET 3 SEE_ v - i 6 II 16 DETAIL 16 N II 1" 12 SEE NOTE 1 SHEET 3 5 II 5 II II - A" DOUBLE DOOR W1SIDELITES VIEW "E" -"E" DOUBLE DOOR SHOWN W/ OPTIONAL CORRUGATiD FAMWER$ REM 13D (TYP. ALL SO= TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 10 x 2=112PFH WOOD SCREW STEEL B 70 X 1-374- PFH WOOD SCREW STEEL C 10 X f PFH WOOD SCREW STEEL 1 10 x 314" LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-112" LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4' PFH ELCO CONCRETE SCREW STEEL 5 1 4" x 1-3 4 ITN PFH CONCRETE SCREW STEEL 9 1/4" x 3-314" ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-i 4'ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 l 4'- X 2-1 4' PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA-TRU, SUGAR PINE SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL B W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION',' -"— W/1 X NSTALLATION 3W/1X BUCK 11 DETAIL "1" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL s B ATTACH ASTRAGAL STRIKE PLATE AS SHO i 1 C 1 DETAIL "4" hMN v Oi 1 T do g n.+ n + I DWO. BY: JK a+x. ar: LFS wuwwc No.: I FL -15225.1-66 sHEu 4 OF 6 .. 2-1/7' MIN. FROM 13 MASONRY EDGE 2-1/2" MIN. FROM MASONRY EDGE — V MIN. FROM V MIN. FROM N fTYF TYP.) MASONRY EDGE TYP.) MASONRY EDGE TYP.) E; 13 0 ix BUCK za 4 0 1. Z0< 0 C'i z 0 9 A 2i " zi; z 3; EE 2X BUCK q E uo INTERIOR EXTERIOR A9 INTERIOR EXTERIOR c4 3i INTERIOR EXTERIOR HEAD JAMS K-2--' HEAD JAMB I" 3 HEAD JAMB To lx sub-buck To wood frame To 2x sub-buck Inswing shown Inswing shown Inswing shown IM C> 13 2X BUCK INTERIOR INTERIOR m0zz 00 A C) A4 z 2 U) 0 EXTERIOR EXTERIOR Z7 Im 0.15'MIN. 0!. 25' MAX C-SINK L 0.25' MAX. XO3:,- M SHIM SPACE A- SHIM SPACEE 1.15' MIN. 1.15'MIN. Uj t EMB. MIN. EMB. X TYP. Ciz 2121112 4 VEIMCAL SIDE JAMB rS VERTICAL SIDE JAMB SCAM N.T.S. OW0. BY. JKTo2xsub-buck 5 To wood frame Inswing shown Inswing shown CNK. BY. LFS DRAWING NO.: FL-15225.1-68 SHEU —5 OF 2-1/2" MIN. FROM 2-1 /7' MIN. FROM f MASONRY EDGE MASONRY EDGE— tYP.) (TYP.) 1 VERTICAL CROSS SECTION 116,11 Inswing configuration INTERIOR_ I C 2-1/2" MIN. FROM 2-1/2" MIN. FROM r MASONRY EDGE — MASONRY EDGE .-+- TYP.) (TYP.) 1 J 4 VERTICAL CROSS SECTION 6 inswing configuration C71 2-1/7' MIN. FROM 2-1/7' MIN. FROM MASONRY EDGE MASONRY EDGE— TYP.) (TYP.) 2 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR ; INTERIOR za W 5 13 2-1/2" MIN. FROM2-1 /2" MIN. FROM MASONRY EDGE - MASONRY EDGE — TYP.) (TYP.) 5 VERTICAL CROSS SECTION 6 Outswing configural on INTERIOR EXTERIOR cqNONNI" C> b Lu z i 2-1/7MIN. FROM 2-1/2" MIN. FF OM a MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 3 VERTICAL CROSS SECTION 6 EXTERIOR INTERIOR Z o; m 2-1/7'MIN. FROM 2-1/7' MIN. FRC M MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 6 VERTICAL CROSS SECTION 6 Outswing configuration J z c d onm o•c ° uw•:a° c A' . C K U z w a r o O e Z ai DATE: 2121112 SCALE. N.T.S. 3 owc. ar: JK m CHK. BY: LFS 3 DRMW4 NO.: R P FL -15225.1-68 0 N SHEET 6 Or 6 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry i C P.O. Dox 230 Valrico, FL 33595 Photic R 13.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9313 Product Category Sub Category Manufacturer Product Name ASTM E330-02 Swinging Therma Tru Corporation Classic -Craft" and "Benchmark by Therma-Tru" Exterior Exterior Door 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ & w/o Sidelites Doors Assemblies Edgerton, 0I-1 43117 Inswing f Outswing ASTM E330-02 Testing Evaluation Lab. Phone 419.298.1740 insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2005. All other fastener types to be installed following fastener manufacture's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL -15225.1-68. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL -15225.1-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL -15225.1-68 require further engineering analysis by a licensed engineer or registered architec Supporting Documents 1. Test Report No. Test Standard Testing Laboratory ETC -01-741-10704.0 ASTM E330-02 ETC Laboratories ETC -01-741-11008.0 ASTM E330-02 ETC Laboratories ETC -01-741-11194.0 ASTM E330-02 ETC Laboratories ETC -01-741-11198.0 ASTM E330.02 ETC Laboratories TEL 01460147 ASTM E330-02 Testing Evaluation Lab. 2. Drawing No. Prepared by No. FL -15225.1-68 RW Building Consultants, Inc. (CA #9813) # I q 4 — 1 4 6 3. Calculations Prepared by Product Anchoring RW Building Consultants, Inc. (CA #9813) 07)\\l. A!,VG-, Buck Anchoring RW Building Consultants, Inc. (CA #9813) SA, ORD PF 1208 Sheet 1 of 1 Signed by Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Mark D. Passero, P.E_ Wendell W. Haney, P.E. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/20/2012 NOTICE. OF (PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI00572 109 Mutzfeld Road Certification Date: 10/15/20: x Butler, IN 46721 Expiration Date: 12/31/20 Revision Date: 01/12/20 Product: Classic Craft Series Fiberglass Glazed Door Inswin Outswin w/ and w/o Side x.. Benchmark by `Therma-Tru Series Fiberglass Glazed Boor Inswing/Outswing w/ and w/o Sid Specillcations Tested To: ASTM E330/E331/E283/'I'AS202 The "Notice of Product Certification" is only valid If -the NA9VII Certification Label has-been appliedzto the product as described within this document. T label represents product conformity to the applicable_ specification and that all certification criteria has-been satisfied. This producthas been approved fc NAMI's Certified Product Listing at www.Namicertil cation.co.m: NAMI's Ce-rtitication Program -is accredited by The American National Standards Inst R4 eertatication fisting within ate (ANSI). Natironai- Accreditation NAM -1 Al VA Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing O a . ue Size Pos/Neg Rated Comments X US Glazed 3'2" x 6'8" 57/-57 No 1111`98:0/1 1 1 0 Single X O/S Glazed 37' x 6'8" 57/-57 1Vo ETC -01-741-11198.0/11 19 4.0 Single OXO/OX/XO US G:lazed`D.00r 5'10" x6'8" 40/-40 Door -No ETC -0 1 -74 1 -11198.0/1 1 19 4.o Single w/Sidelites Glazed Sidelites Sidelites-No OXO/OX/XO O/S Glazed Door 5'1,,0" x 6'911 40/40 Door -No ETC -01-741-11%198.0/1119 4.0 Single w/Sidelites Glazed Sidelites Sidelites=No XX US Glazed 7'0" x 6'8" 34/-34 No ETC -01-74.1-1 11980 1 1 1' 0 Double Standard Astragal XX O/S Glazed T0" x 61-8" 34/-34 No ETC41-14.1.-1 1149'0 1119 4.0 Double Standard Astragal XX I/S Glazed 7'0" x 6'8" 40/-40 No ETC -0:1-741-1119$:0/1119 4.o Double Coastal Astragal XX O/S Glazed 7'0" x C8" 40/40 No ETC -01-141-11140/1119 4.0 Double Coastal Astra al OXXO US Glazed Doors 9'4"x 6'-8" 34/-34 Doors -No ETC -01 -741 -1 f VO.&Ol 1 l-9 4.0 Double w/Sidelites Glazed Sidelites Sidelites-No Statrdard Astra 1 OXXO O/S Glazed Doors 9'4" x 61'8" 34/-34 Doors=No ETC 03: -74111`i9.9 -An 11-94.0 Double w/Side itesGlazed Sidelites idelites N:o Stanched Astra al OXXO 1/S Glazed Dooms 9'4" x 6'8" 40/-40 Doors W ETC -01=:741-11'198.0/111 0 Double -Nv/Side.lites GJazed Sid, Sidelites=No Coastal Astra` a1 OXXO O/S Glazed Doors- 9'4" x 6'8" 4.0/-4.0 Doors=iso ETC -01-741 14 =198.0/111: 0 Double w/Sidelites Glazed Sidelites Spdelues No C" tal Aral Natironai- Accreditation NAM -1 Al VA NOTICE of PRODUCT CERTIFICATION Company: Th:erma-Tru Corporation Certification No.: NI005; 108 Mutzfeld Road Certification Date: 10/15n Butter, IN 46721 Expiration Date: 12/3.112 Revision Date: 01/12/2 Prod -tic -t. Classic Craft Series Fiberglass Opaque Door Inswin /Outswin w/ and w/o S. rgg g Benchmark b3 Therma-Tru Series Fiberglass Opaque Door Inswing/Outswin.g w/ and w/o Specifications Tested To: ASTM E330/E334-/E2,83/TAS-202 The "Notice of Product Certification" is only valid if the NAMI. Certification Labethas been applied to the product as described within this document. label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved NAMf's Certified Product Listing at www.Namicert fieatiomco..m. NAMI's Certification Program is accredited by The American National Standards Ir certification listing within ate (ANSI). National Accreditation & Magagetrient 10titutc Ines%4794 George- Washingto T.eI (804):684 51.24/Fax (804) 684=512. NALM I AUTH0kIZ,UD S I GNATURE: 0 M c T Q Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact outswing O: "s ue size PQs/.Neg Rated Comments X 1/S Opaque 3'2" x 6'8" 77/-77 No ETC -0 1 -741-10704:0/110 .0 Single X O/S Opaque 3'2"x6'8" 77/-77 No ETC -01-741-10704.0/11'0 .0 Single I I OXO/OX/XO 1/S Opaque Door 5'10"x6'8" 47/47 Door -No ETC -01-74-1-10704.0/110 .0 Single w/S'idet.ites Glazed Sidelites Sidelites-No OXO/OX/XO O/S Opaque Door 5't0" x 6'8" 47/47 Door -No ETC -01-741-1:0704.0/1 1008.0 Single w/Sidelites Glazed Sideliites Sidelites-No XX US Opaque 7'0" x 6'8" 40/40 No ETC -01-741-10704:0/110. :0 i Double Standard Astragal XX i O/S I Opaque TO" x 6'8" 40/40 No ETC41-741-14704.0/110 ' .0 Double 1 Standard Astragal XX US Opaque 7'0" x 6'8" 47/47 No ETC -61-741-10704:0%11.0' .0 I Double Coastal Astra. I XX O/S ; Opaque 7'0" x 6'8" 47/47 No ETC -01-741-10704.0/11008.0 Double Coastal Astragal OXXO 1/S Opaque Doors 9'4" x 6'8" 40/40 Daors No ETC -01 -741 10,704.0/1 i 0 .0 Double w/Sidelites Glazed Sj4elites Sod jites-N:O Standard Astragal OXXU O/S Opaque Doors 9'4"x 6'8" 40/-4:0 Doors No ETC -01 41--I07040110.. 0 Double:w/Sidelites Glazed Sidelites Sidelites-No S.k ndarci Astragal OXXO US Opaque Doors 9'4" x 6'8" 47/-47 Doors -No ETV41-- 741 1:0704 Q/110 8 0 I Double w/Sidelites Glazed Sidei'i es I Sidelites-No Coastal Ast ga—1 OXXO O/S Opaque .Doors 9'4" x 6 8" 47/-47 Doors -No E TC4 :-741-10704.07 1:0-C 8.0 j Double %v/Sidelites Glazed Sidel;ites Sidelites No Coasta °:.: traeal National Accreditation & Magagetrient 10titutc Ines%4794 George- Washingto T.eI (804):684 51.24/Fax (804) 684=512. NALM I AUTH0kIZ,UD S I GNATURE: 0 M c T Q NOTICE OF PRODUCT CERTIFICATION a ;4 Company: Therma-Tru Corporation Certification 1\`0.: NI005' 1..081e'Iutzfeld Road Certification Date: 10/15%: Battler, IN 4.6721 Expiration Date: 12/3, M t Revision Date: 01/][21: Product: Classic Craft Series Fiberglass Opaque Door Inswing/Ou.tswing w/ and w/o S Benchmark by Th'ertua-Tru Series Fiberglass Opaque Door Inswing/Ou.tswing w/ and w/o Specifications Tested To: ASTM E330/E33°1/E283/fAS202 The "Notice of Product Certification" is only valid if -the NAM -I Certification Label has been applied to the product as described within this document. label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved NAM.I's Certified Product Listing at wHsv.Nam:icertifu!a.tion:e-om. NA•M-l's Certification Program is accredited by The American National Standards It R4 certification listing within ite (ANSI). Nada nal NAM_ Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin2 opaque Size Pos/Neg Rated Comments X US Opaque 3'2" x 8'0" 64/-64 No ETC -01 -741 -1 0705.0/1059 .0 Single X O/S Opaque 3'2" x 8'0" 64/-64 No ETC -01-741-10705.0/1059 .0 Single OXO/OX/XO 1/S Opaque Door 5'10" x 8'0" 40/-40 Door -No ETC -01-741-10705.0/1059 .0 Sin le w/Sidelites Glazed Sidelites Sidelites-No OXO/OX/XO O/S Opaque Door 5'10" x 8'0" 40/-40 Door -No ETC -01-741-10705.0/1059 .0 Single w/Sidelites Glazed Sidelites Sidtfltes-No XX US Opaque 710" x 8'0" 34/-34 No ETC -0.1-74:1-1'0705.0/!059 .0 Double Standard Astragal XX O/S Opaque 7'0" x.8'0" 34/-34 No ETC -01-741-1:0705:0/1-059 .0 Double Standard. Astragal XX 1/S Opaque 7'0" x 8'0" 40/40 No ETC -01-741 1'0705.0/1059 .0 Double Coastal Astragal XX O/S Opaque 710" x 8'0" 40/40 No ETC -01-741-1070:5.0/1059 .0 Double Coastal .Astragal 034X0 i/S f Opaque Doors 9'4" x 8'0" 34/-34 Doors -No ETC -0:1-741 1:0705.0/1059 .D Double w/Sidelites Glazed Sidelstes Sidelites-No Standar cl Astra a:l OXXO O/S Opaque Doors 9 4" x 8'0" 34/-34 Doors -No ETC 0:-1--741-14705'.0!:1'0.59' .0 Double w/Sidelites Glazed Sidel tes Sideiites-N.o Standard Astracal OXXO VS Opaque -Dooxs 9'4"' x 8'D" 40/-4'0 Doors No Ei'C-01=741 10.705:D/Y05`9 .0 Double w/SdeJtes 1 Glazed Sidelites S+de rtes -No Coastal Astragal OXXO O/S Opt ue Doors 9'4" x 8'0" D rs No ETC 0.1-741 ] 0705.0/!'059 :0 1 Double w/Sidel:ites1. GOA6 S delites Stdeliter No Coast .. ,.` tra al Nada nal NAM_ NOTICE OF PRODUCT CERTIFICATION Company: T6erma-Tru Corporation Certificat=ion No.: Nf005724-R4 x r 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 4672-1Espirati n Date: 12/31/2015 Revision Date: 01/12/2012 oil Product: Classic Craft Series Fiberglass Glazed Door Insw ing/Outswiug w/ and w/o Sid( Benchmark by Therma-Tru Series Fiberglass Glazed Door 'l nswing/Outswing w/ and w/o Sid Specifications Tested To: ASTM. E283,/E330/E331/TAS 202 The "Notice of Product Certification" is only valid -if the NAW Certification Labelhas been applied:to the product as described within this document. T label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product -has been approved fi NAMI's Certified Product Listing at wwp•.Nam1cert fication:com. NAMI's Certification Program is accredited by The American NationatStandards lnsl certification listing within ite (ANSI). Configuration inswing Glazed Design Missile Test Report Number or or Maximum Pressure Impact Outswiqg Opaque Size Pos/Neg Rated Comments X US Glazed 3'2" x 8'0" 57/-57 No ETC -01-741-11198.0/11212.0 Single X O/S Glazed 3'2" x 8'0" 57/-57 No ETC -01-741-1119S.0/1 1212.0 Single OXO/OX/XO VS Glazed Door 5'10"x8'0" 40/40 Door -No ETC -01-741-11198:0/1121 Single w/Sidelites Glazed Sidelites Sidelites-No 0 OXO/OX/XO O/S Glazed Door 5'l0" x 810" 40/40 Door -No ETC -01-741-111918.0/11212.0 I Single w/Sidelites Glazed Sidelites Sidelites-No I XX US Glazed 7'0" x 8'0" 34/-34 No ETC -01:-741-11198..0/1121 0 Double Standard Astragal XX O/S Glazed 7'0" x 8'0" 34/-34 No ETC -01-74-1-111-;98-.0/11212.0 Double Standard Astra al XX US Glazed 7'0" x 8'0" 40/40 No ETC -01-741-11199-R/1 1212.0 Double Coastal AstragalFXX ::4:!, S Glazed 7'0" x 8'0" 40/-4.0 No ETC -01-741-11198:0/1 1212.0 E)outile Coastal Astra al OXXO S Glaze, Doors 9'4" x ST" 34/-34 1?oars-N.o ETC -011=74:1-11"198:0/1 l2i 0 Double w/Sidelites Glazed Sidelites Sidelites-No Standard,Astra al OXXO O/S Glazed Door -s 9'4"' x 8'0" 34/-34i?oors-l lo ETC 0l`=741-11'!98.0/-1 121 0 Double wA delites Glazed, Sidelites Sidelites.=No Standard; Astra ai OXXO US Glazed Doors 914" x 8'0" 40/40 Doors=No ETC -M--741-11:' 9$:0/] 12'1 0 Double w/Sidelites Glazel.Sidelites Sidelites-No Coastal /lstraeal OXXOrDoubic O/S Glazed Doors 9'4" x 8'0" 40/-40 Doors No { ETC 01--741 1149.8.011=12`1 0 wJSideldtesGlazed Sidelites Sidelites NoA'sira i-•:,. ,a ,ccai ;irar-ac-svi aage t tnstitttte; the /4-/y4 cT.eorge vvasttretgton .Hemo U Rig ' a ;ayes; VA 230.7 Tel; {804) fi84-5124/Fax (804) 68a 2Z r N IMi Al TH0RIZED SMNATLiRE 0 y J Florida Building Code Online Page 1 of 6 Florida p ffamneit(r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links esearch j Regulation Tommy Smith AAMA 450 1 r rLLff.1Y Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail AAMA/WDMA/CSA 101/I.S.2/A440 FL # FL11834-119 2004 Application Type Revision ASTM E1996 Code Version 2010 Application Status Approved Category Windows Approved by DBPR. Approvals by DBPR shall be reviewed and ratified Subcategory Single Hung by the POC and/or the Commission if necessary. Comments 1 4 6ComplianceMethod Archived I Product Manufacturer Atrium Companies Inc. Address/Phone/Email 9001 Ambassador Row Dallas, TX 75247 214)583-1828 jason.seals@atrium.com Authorized Signature Jason Seals jason.seals@atrium.com Technical Representative Jason Seals Address/Phone/Email 9001 Ambassador Row Dallas, TX 75247 214) 637-2696 jason.seals@atrium.com Quality Assurance Representative Tommy Smith AAMA 450 Address/Phone/Email 300 Welcome Center Blvd. 6U1 r IVG AAMA/WDMA/CSA 101/I.S.2/A440 Welcome, NC 27374 ASTM E1300 2004 336) 764-6400aa) ASTM E1996 tommy.smith@atrium.com fCategoryWindows ij 1 Subcategory Single Hung 1 4 6ComplianceMethodCertificationMarkorListing` Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqub%2fM2ero... 10/27/2014 I Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option A Date Submitted 07/10/2014 Date Validated 07/28/2014 Date Pending FBC Approval Date Approved 07/30/2014 FL # Model, Number or Name 11834.1 120 -Vinyl Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). Description H -R30 48 x 96 (Std.), H -R40 48 x 96 (HP), H -R35 48 x 84 Std.), H-1145 48 x 84 (HP), H -R45 48x72 (Std.), H -R50 48x72 (HP) Certification Agency Certificate FL11834 R9 C CAC ADW -01 120 SH (1W1) H -R30 48x96 AAMA APC C6696.01-801-47.odf FL11834 R9 C CAC ADW -01 120 SH (1W1) H -R35 48x84 AAMA APC C6696.01-801-47.odf FL11834 R9 C CAC ADW -01 120 SH (1W1) H -R45 48x72 AAMA APC C6696.01-801-47 pdf FL11834 R9 C CAC ADW -01 120 SH (1W1) H -R50 48x72 50 Sash AAMA APC C6696.01-801-47.1)df FL11834 R9 C CAC ADW -01 120 SH HP (1H1) H -R40 48x96 AAMA APC C6696.01-801-47.odf FL11834 R9 C CAC ADW -01 120 SH HP (11-11) H -R45 48x84 50 Sash AAMA APC C6696.01-801-47.odf Quality Assurance Contract Expiration Date 05/10/2017 Installation Instructions FL11834 R9 II ADW -01 120 SH Installation - Fin odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: 11834.2 120 Vinyl Single Hung, CHS Twin H-1130 96 x 84 Twin (Std), H -R40 96 x 84 Twin (HP, H -R45 and Triple 96 x 72 Twin (Std), H -R40 108 x 84 Triple (Std), H -R45 108 x 72 Triple (HP), H -R50 108 x 72 Triple (HP Sash) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -01 120 SH CHS Triple (11-13) 1-1-1150 108x72 AAMA APC C6710.01-801-47 odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11834 R9 C CAC ADW -01 120 SH CHS Triple (1W31 H -R40 108x84 AAMA APC C6710 01-801-47 pdfDesignPressure: N/A Other: Twin and Triple Windows with continuous head and FL11834 R9 C CAC ADW -01 120 SH CHS Triple (1W3) H -R45 108x72 AAMA APC C6710.01-801-47.odfsill. All frame and sash components are fabricated from extruded vinyl (PVC). FL11834 R9 C CAC ADW -01 120 SH CHS Twin (1H2) H -R40 96x84 AAMA APC C6695.01-801-47 odf FL11834 R9 C CAC ADW -01 120 SH CHS Twin (1W2) H-1130 96x84 AAMA APC C6695.01-801-47.1)df FL11834 R9 C CAC ADW -01 120 SH CHS Twin (1W2) H -R45 96x72 AAMA APC C6695.01-801-47.odf Quality Assurance Contract Expiration Date 05/07/2017 Installation Instructions FL11834 R9 II ADW -01 120 SH Installation - CHS Fin.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.3 1 120 Vinyl Single Hung, Mulled Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). LC-PG50*-1219x2756(48x109)-H PW/SH,LC- PG50*-1842x2756 (73x109) -H PW/Twin SH, R-PG40- 2451x2134 (97x84) -H Twin, LC-PG50*-2769x1956(109x77) H Triple Certification Agency Certificate FL11834 R9 C CAC ADW -01 120 130 SH Stack H-LC50 48x109 Fin AAMA APC D5171.01-801-47.odf FL11834 R9 C CAC ADW -01 120 130 SH Triole H-LC50 109x77 Fin AAMA APC D5170.01-801-47.odf FL11834 R9 C CAC ADW -01 120 130 SH Twin H-LC40 97x84 Fin AAMA APC D5168.01-801-47.pdf FL11834 R9 C CAC ADW -01 120 130 SH Twin Stack H-LC50 73x109 Fin AAMA APC D5171.01-801-47.odf Quality Assurance Contract Expiration Date 05/10/20,17 Installation Instructions FL11834 R9 II ADW -01 120 SH Installation- Mulled.odf FORD 46 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub°/`2fM2ero... 10/27/2014 Florida Building Code Online 11834.4 130 Single Hung, Fin and Flange, Single and Mulled Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). Page 3 of 6 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: LC-PG50-1346x1956 (53x77)-H,LC-PG50*-1219x2756 48x109) -H PW/SH,LC-PG50*-1842x2756 (73x109) -H PW/Twin SH, LC-PG50*-2769x1956 (109x77) -H Triple SH, Certification Agency Certificate FL11834 R9 C CAC ADW -01 130 SH H-LC50 53x77 Fin AAMA APC D5167.01-801-47.ocif FL11834 R9 C CAC ADW -01 130 SH H-LC50 53x77 Finless AAMA APC D5167.01-801-47 pdf FL11834 R9 C CAC ADW -01 130 SH Stack H-LC50 48x109 Fin AAMA APC D5171.01-801-47 pdf FL11834 R9 C CAC ADW -01 130 SH Stack H-LC50 48x109 Finless AAMA APC D5171.01-801-47.pdf FL11834 R9 C CAC ADW -01 130 SH Triple H-LC50 109x77 Fin AAMA APC D5170 01-801-47 pdf FL11834 R9 C CAC ADW -01 130 SH Triple H-LC50 109x77 Finless AAMA APC D5170.01-801-47 pdf FL11834 R9 C CAC ADW O1 130 SH Twin H LC40 97x84 Fin AAMA APC D5168 01-801-47 pdf FL11834 R9 C CAC ADW -01 130 SH Twin H -L 40 97x84 Finless AAMA APC D5168 01-801-47 pdf FL11834 R9 C CAC ADW -01 130 SH Twin Stack H-LC50 73x109 Fin AAMA APC D5171.01-801-47 odf FL11834 R9 C CAC ADW -01 130 SH Twin Stack H-LC50 73x109 Finless AAMA APC D5171 01-801-47 pdf Quality Assurance Contract Expiration Date 05/10/2017 Installation Instructions FL11834 R9 II ADW -00 130 SH Installation FBC2010 ATR066 SS.ndf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL11834 R9 AE ADW -00 130 SH PER FBC2010 PER2731 SS.pd Created by Independent Third Party: Yes 11834.5 150/160 Vinyl Single Hung H-LC30 48 x 96, H-LC40 36 x 96, H-LC50 36 x 74, R-LC35 73 x 109 Twin w/ Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -08 150 160 SH H-LC30 48x96 AAMA APC B8797.01 -801-47-110.0fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11834 R9 C CAC ADW -08 150 160 SH H-LC40 36x96 AAMA APC B8797.01-801-47-RO odfDesignPressure: N/A Other: All frame and sash components are fabricated from FL11834 R9 C CAC ADW -08 150 160 SH H-LC50 36x74 AAMA APC B8797.01-801-47-RO.odfextrudedvinyl (PVC). FL11834 R9 C CAC ADW -08 150 160 SH Mulled TW ST H-1135 73x109 AAMA APC C1749.01-801-47.odf Quality Assurance Contract Expiration Date 04/18/2016 Installation Instructions til. FL11834 R9 II ADW -08 150 160 SH Mulled Tw St Installation- Fin.pdf FL11834 R9 II ADW -08 150 160 SH Sinole Fin Installarion,pdf ~ Verified By: American Architectural Manufacturers Association Created by Independent Third Party: / _ Evaluation Reports 4 Created by Independent Third Party: 11834.6 150/160 Vinyl Single Hung, Triple w/ Cont. Head and Sill Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: CHS Triple configuration also qualifies twin and single configurations using windows not exceeding 36" x 74 in size. All frame and sash components are fabricated from extruded vinyl (PVC). H-LC30 108 x 74 (Standard), H-LC50 108 x 74 (HP) Certification Agency Certificate FL11834 R9 C CAC ADW -08 150 160 SH CHS Triple H-LC30 108x74 AAMA APC C5189.01-801-47.1)df FL11834 R9 C CAC ADW -08 150 160 SH CHS Triple H-LC50 108x74 AAMA APC C1748 01-801-47-RO pdf Quality Assurance Contract Expiration Date 10/23/2016 Installation Instructions FL11834 R9 II ADW -08 150 160 SH CHS Installation FIN.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: O)RD 46 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2ero... 10/27/2014 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Page 4 of 6 11834.7 200 Single Hung, Single and Mulled H-LC30 48x78, H-LC50 36x74, H-LC40 72 x 108 Mulled Twin H-1140 48 x 84 (Std), H -R50 48 x 72 (HP) w/ transom, H-LC50 109 x 74 Mulled triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -08 200 SH H-LC30 48x78 AAMA APC D3847.01-801-47-RO.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11834 R9 C CAC ADW -08 200 SH H-LC50 36x74 AAMA Other: All frame and sash components are fabricated from FL11834 R9 C CAC ADW -08 200 SH Mulled Tr H-LC50 109x74 AAMA APC D3849.01-801-47.pdfextrudedvinyl (PVC). 07/10/2017 FL11834 R9 C CAC ADW -08 200 SH Mulled Twin Stack H-LC40 72x108 AAMA APC D3851.01-801-47.odf Evil; Quality Assurance Contract Expiration Date FL11834 R9 II ADW -01 300 SH Installation.0 Quality Assurance Contract Expiration Date Verified By: American Architectural Manufacturers 12/18/2017 Association Installation Instructions Created by Independent Third Party: FL11834 R9 II ADW -08 200 SH Installation- Fin Mulied.odf FL11834 R9 II ADW -08 200 SH Installation- Fin.odf Created by Independent Third Party: Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.8 300/85 Aluminum Single Hung H-1140 48 x 84 (Std), H -R50 48 x 72 (HP) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -01 300 85 SH (3H1) H-1150 48x72 AAMA APC C9843.01-801-47-RO.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11834 R9 C CAC ADW -01 300 85 SH (3W1) H -R40 48x84 AAMA APC C9986.01-801-47-RO.odfDesignPressure: N/A Other: Frame and sash are fabricated from extruded Quality Assurance Contract Expiration Date aluminum. 07/10/2017 Other: Twin and Triple windows with continuous head and sill. Frame and sash are fabricated from extruded aluminum. Installation Instructions Evil; Quality Assurance Contract Expiration Date FL11834 R9 II ADW -01 300 SH Installation.0 substrates (masonry, steel, etc.) please contact the Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 11834.9 300/85 Aluminum Single Hung, H -R35 108 x 77 Triple, H -R45 88 x 72 Twin, H-1150 72 x 72 CHS Twin and Triple Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -01 300 85 SH CHS Tr (3H3) H -R35 108x77 AAMA APC B8800.01-801-47-RO.odfApprovedforuseoutsideHVHZ: Yes FL11834 R9 C CAC ADW -01 300 85 SH CHS Tw (3H2) Impact Resistant: No H -R45 88x72 AAMA APC B8800.01-801-47-RO.odfDesignPressure: N/A FL11834 R9 C CAC ADW -01 300 85 SH CHS Tw (3H2) Other: Twin and Triple windows with continuous head and sill. Frame and sash are fabricated from extruded aluminum. a H -R50 72x72 AAMA APC B8800.01-801-47-RO.odf Evil; Quality Assurance Contract Expiration Date Verified By: American Architectural Manufacturerssubstrates (masonry, steel, etc.) please contact the 04/08/2016 Association Installation Instructions SAs;s,ig Created by Independent Third Party: FL11834 R9 II ADW -01 300 S CHS Installatio f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 11834.10 35/235 Impact Single Hung, Fin LC-PG55-1346x1956 (53x77) -H and Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -00 35 235 SH H-LC55 53x77 Impact AAMA APC D6256.01-801-18.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 03/31/2018 Other: All frame and sash components are fabricated from Installation Instructions extruded vinyl (PVC). For installations into alternate FL11834 R9 II ADW -00 35 235 SH Impact Installation. Of Verified By: American Architectural Manufacturerssubstrates (masonry, steel, etc.) please contact the manufacturer. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.11 1375/95 Aluminum Single Hung R-PG50-1219x1829 (48x72) -H, R-PG40-1219x2134 (48x84) H Limits of Use Certification Certificate Approved for use in HVHZ: No I FL11834 R9 AC9CAC YADW 01 375 95 (7H1) SH H -R50 Approved for use outside HVHZ: Yes 48x72 AAMA APC D2324.01-801-47-rO.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2ero... 10/27/2014 Florida Building Code Online Impact Resistant: No Design Pressure: N/A Other: Frame and sash are fabricated from extruded aluminum. Page 5 of 6 FL11834 R9 C CAC ADW -01 375 95 (7W1) SH H -R40 48x84 AAMA APC D2323 01-801-47-r0 odf Quality Assurance Contract Expiration Date 10/07/2017 Installation Instructions FL11834 R9 II ADW -01 375 95 SH Installation odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11834.12 375/95 Aluminum Single Hung, R-PG50-2235x1829 (88x72) -H Twin, R-PG45*-2743x1956 89x75) -H -DW CHS Twin and Triple 108x77) -H Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi1834 R9 C CAC ADW -01 375 95 (7H2) SH CHS Twin H-1150 88x72 AAAMA APC B8801.01-801-47-RO odfApprovedforuseoutsideHVHZ: Yes FL11834 R9 C CAC ADW -01 375 95 (7H3) SH CHS TripleImpactResistant: No Design Pressure: N/A H-1145 108x77 AAAMA APC 88801 01-801-47-RO odf Quality Assurance Contract Expiration DateOther: Frame and sash are fabricated from extruded aluminum. 04/17/2016 Installation Instructions Verified By: American Architectural Manufacturers FL11834 R9 II ADW -01 375 95 SH CHS Installation.pdf Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 105 Vinyl H-LC25 48 x 96, 11834.13 Configurations Single, win,and Triple Hung 136LC35 84 x 84 Tw0i8C H84 Tri 96 x L Twin08 x872 Triple, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 5700 is new construction/fin frame; 8050 is replacement/finless frame; All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency Certificate FL11834 R9 C CAC ADW -01 5700 8050 SH CHS Triple H-LC40 108x84 AAMA APC C6697 01-801-47 odf FL11834 R9 C CAC ADW -01 5700 8050 SH CHS Triple H-LC50 108x72 AAMA APC C6697 01-801-47 pdf FL11834 R9 C CAC ADW -01 5700 8050 SH CHS Twin H-LC35 84x84 AAMA APC C6698 01-801-47 pdf FL11834 R9 C CAC ADW -01 5700 8050 SH CHS Twin H-LC35 96x72 AAMA APC C6698.01-801-47.odf FL11834 R9 C CAC ADW -01 5700 8050 SH H-LC25 48x96 AAMA APC C6699.01 -801-47.0f FL11834 R9 C CAC ADW -01 5700 8050 SH H-LC35 44x96 AAMA APC C6699.01-801-47.pdf FL11834 R9 C CAC ADW -01 5700 8050 SH H-LC50 36x96 AAMA APC C6699.01-801-47.odf Quality Assurance Contract Expiration Date 03/22/2017 Installation Instructions Fin.odf FL11834 R9 II ADW -01 8050 SH Installation Inst Finless.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.14717100 Acoustical Single Hung LC-PG35-1219x2134 (48x84) -H -DW, LC-PG35-2267x1908 89x75) -H -DW Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -07 7100 SH H-DW-LC35 48x84 AAMA fin APC C9851.01-801-47.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL11834 R9 C CAC ADW -07 7100 SH H-DW-LC35 89x75 Twin fin AAMA APC C9852.01-801-47.1)dfDesignPressure: +35/-35 Other: All frame and sash components are fabricated from Quality Assurance Contract Expiration Date extruded vinyl (PVC). 07/09/2017 Installation Instructions FL11834 R9 II ADW -07 7100 SH Installation- FIN.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.15 8100/1100/3100/10/1000/200 Single Hung, Single and Mulled H-R25-1219x1975(48x78), H -R50* -914x1880 (3604), H -R50* -2769x1880 (10904) NFO R D 46 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11834 R9 C CAC ADW -08 8100 SH LC-PG30 48x78 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2ero... 10/27/2014 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). 11834.16 19000 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). Page 6 of 6 AAMA APC D9519.01 -801-47-r0 pdf FL11834 R9 C CAC ADW -08 8100 SH LC-PG50 36x74 AAMA APC D9519.01-801-47-rO.odf FL11834 R9 C CAC ADW -08 8100 SH Mulled Tr LC-PG50 109x74 AAMA APC D9518.01 -801-47-r0 Ddf FL11834 R9 C CAC ADW -08 8100 SH Mulled TwSt LC- PG50 72x108 AAMA APC D9517.01 -801-47-r0 odf Quality Assurance Contract Expiration Date 07/09/2018 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: LC35 48x96, LC45 48x75, LC50 48x75 HP, LC40 108x72 TR, LC50 108x72 TR HP, LC40 96x72 TW, LC40 48x108 PW/SH, LC50 48x108 PW/SH HP, LC30 48x108 SH/PW, LC50 48x108 SH/PW HP, LC40 72x108 TW w/ Transom, LC35 108x96 Triple PW/Triple SH Certification Agency Certificate FL11834 R9 C CAC ADW -00 9000 SH CHS Triole H-LC40 109x72 AAMA APC C0073.01-801-47.Ddf FL11834 R9 C CAC ADW -00 9000 SH CHS Triole H-LC50 108x72 AAMA APC C5184.01-801-47_pdf FL11834 R9 C CAC ADW -00 9000 SH CHS Triole Stack H-LC35 108x96 AAMA APC C6694.01-801-47.odf FL11834 R9 C CAC ADW -00 9000 SH CHS Twin H-LC40 96x72 AAMA APC C0073.01-801-47.odf FL11834 R9 C CAC ADW -00 9000 SH CHS Twin w Tr H-LC40 72x108 AAMA APC C0072 01-801-47 Ddf FL11834 R9 C CAC ADW -00 9000 SH CHS w Tr H-LC40 48x108 AAMA APC C0072 01-801-47;pdf FL11834 R9 C CAC ADW -00 9000 SH CHS w Tr H-LC50 48x108 AAMA APC C0072.01-801-47.Ddf FL11834 R9 C CAC ADW -00 9000 SH H-LC35 48x96 AAMA APC 88979.01-901-44-RO.odf FL11834 R9 C CAC ADW -00 9000 SH H-LC45 48x75 AAMA 101 B9877.01-901-44-Rl.odf FL11834 R9 C CAC ADW -00 9000 SH H-LC50 48x75 AAMA APC C5183.01-801-47.odf FL11834 R9 C CAC ADW -00 9000 SH -PW CHS H-LC30 48x108 AAMA APC C5185.01-801-47.odf FL11834 R9 C CAC ADW -00 9000 SH -PW CHS H-LC50 48x108 AAMA APC C5185.01-801-47.1)df Quality Assurance Contract Expiration Date 05/14/2016 Installation Instructions FL11834 R9 II ADW -00 9000 SH Installation Details.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: JIIDI, Evaluation Reports Created by Independent Third Party: SAT`•, FORD Back rJext (` ` ft 1 446 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. {Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MICIU.Ct '"L'8r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqub%2fM2ero... 10/27/2014 121" ! Emb Sec I;i„ En 2' MAX. Section E-6 Elevation View 2" MAX. Table i - Verified Installotions Configuration Standard Tb" ( sf) i0.0 VVIDTH (in) I HEIGHI (in) 48 96 iiP C.0 48 9E j Standard A 5.0_' 15.1 48 84 Standard 72 I 72 z 2' MAX. Section E-6 Elevation View 2" MAX. Table i - Verified Installotions Configuration Standard Tb" ( sf) i0.0 VVIDTH (in) I HEIGHI (in) 48 96 iiP C.0 48 9E j Standard A 5.0_' 15.1 48 84 Standard 5_CT---48 72 I 72 NOTES: 1. INSTALLATIONS SHOWN ON THIS DRAWING HAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FOR THE PERFORMANCE LFVEL SHOWN. VERIFIED PRODUCTS ARE LISTED IN TABLE 1. 'CH S DRAWING APPLIES ONLY TO THOSE PRODUCTS. 2. INSTALLATION ANCHORS SHALL BE y8 SCREWS OF SUFFICIENT LENGTH TO CHIEVE MINIMUM EMBEDMENT OF 1--1/2" INTO WOOD FRA ,.INC MEMBER. WOOD SCREWS SHALL SATISFY NATIONAL DESK N SPECIFICATION FOR MATERYA.L PROPERTIES AND DIMEN IONS. PER NDS -.2005 11.1..4,7, EDGE DISTANCES SHALL BE SUFFICIENT TO PREVENT SPLITTING. 3. WOOD FRAMING SHALL SPR'U CE -PINE -FIR (G=0.42) OR DENSER. 4. INSTALLATION ANCHORS SHALL 6- LOCATED WITHIN 1/2" OF THE SPECIFIED OCATIO 5. MAXIMUM SHIM SPACE SHALL BE 1/c". SPACES GREATER THAN 1/16" REQUIRE L00 BEARING SHIMS. 6. INSTALLATION ANCHORS RE SHOWN GOING THROUGH EXTERIOR FINISH. .ANCHO S MAY BE INSTALLED .DIRECTLY INTO WOOD FRAMING MEMBER WITH 1-1/2" MINIMUM EMBEDMENT STILL REQUIRED. 7. INSTALLATION ANCHORS 3HALL BE LOCATED 2" FROM CORNERS AND 8" MAXIMUM ON CENTER SPACING. 8. THESE INSTRUCTIONS AD RESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL 3E INSTALLED PER ASTM E2112 OR FMA/HAMA 100. 9. SMALLER WINDOWS OF 'I E SAME CONSTRUCTION AND EQUAL OR LESSER .DESIGN P.RES URES ARE COVERED BY THIS DRAWING. 10. GLAZING TYPE. GLASS i E. AND GLASS THICKNESS ARE ESTABLISHED BY THE CE TIFICATION AND SHALL SATISFY ASTM E1300. GLAZING IYPE SHALL BE INSULATING GLASS. 11. PRODUCTS LISTEDIN TA' E 1 ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS, APPROVED PROTCCTION DEVICES AR REQUIRED. 12. PRODUCT OR INSTALLATI N IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZO E (HV.4Z) NFIDENTIAL TO ATRIUM INC AND MALL NOTDRAWNG IS BERTEPRODUCEDARY AND OCOPIED. W DIISSEYINAlEO MCOMPANIES No. Date Revision Des iption By ECN # THE EXPRESSED WRITTEN PERMISSION OF ATRIUM COY PANIES. INC. ---- AM__® 3 5/12/3013 Reno-. •65• M1am .eIM am. Up. w M nan• U1S --__ ATMUM MPtew (TMsul.rT. P=k E.L N (Ivry: NA Tdem..e X0 ---- - zxxXC0MPANIES. I N C. EK W.I t Ie R} NA xXXx - :xm rme (/ x . Dram BY ro.mwe By D.t.: Styli —I w! 7AtriumSeries120SingleHungFinCRA --- 9 14-2009 1:2 ANSI B Installation Drawing ECNI (Wtld Iw.): FI. Name 9i t B 2008-1369 1 ADW -01 120 SH ASSY Validator / Operations Administrator) Atrium Windows R mors 9001 Ambassador Rd. Dallas, TX 75247 Attn: Jason Seals AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approvalisbasedonsuccessfulcompletionoftests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Gertified Products Directory SPECIFICATION RECORD OF PRODUCT TESTED gg AAMA/WDMA/CSA 101/I.S.2/A440-08 p I Validator / Operations Administrator) Atrium Windows R mors 9001 Ambassador Rd. Dallas, TX 75247 Attn: Jason Seals AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approvalisbasedonsuccessfulcompletionoftests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Gertified Products Directory SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG30-1219x2438 (48x96) -H CPD NO. SERIES MODEL & PRODUCTCOMPANYANDCODE DESCRIPTION MAXIMUM SIZE 120 SH FRAME TESTED SASHAtriumWindows & Doors Code: ADW 11014 PVC)(O/X)(IG & OG)(INS GL) 1219 mm x 2438 mm 1165 mm x 881 mm REINF)(TILT)(ASTM) (4'0" x 8'0") 3'10" x 2'11") 2. This Certification will expire May 10, 2017 and requires validation until then by continued listing in the current AAMA CertifiedProductsDirectory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C6696.01-801-47 011 Date of Report: June 18, 2013 X14-146 Validated for Certification AA 4 W- A(!oci ted Laboratories, Inc. Date: June 25, 2013 Authorized for Certification Cc. AAMA JGS ACP -04 (Rev. 1/11) American Architectural Manufacturers Association Florida Building Code Online Page 1 of 4 Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Carter Lea carter_lea@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing flfl UILCD/NC JcAARTtS,c UL LLC Robert J. M. Nieminen, PE l ii Validation Checklist Hardcopy Received Standard year ASTM D3161 2006 ASTM D3462 2007 ASTM D7158 2007 E 1 { 4 d BCIS Home i Log In User Registration Mot Topics Submit Surcharge Stats & Facts i Publications FBC Staff j BCIS Site Map s Links ' •Search Businesf,LpC1/L((/o`/,_i Product ApprovalProfessiVlIf.1l R USER: Public User Regulation 67C8iii1! 67C8ii11' Product Approval Menu > Product or Application Search > Application List > Application Detail x,a FL # FL1956-R9 Application Type Revision Code Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 1 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Carter Lea carter_lea@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing flfl UILCD/NC JcAARTtS,c UL LLC Robert J. M. Nieminen, PE l ii Validation Checklist Hardcopy Received Standard year ASTM D3161 2006 ASTM D3462 2007 ASTM D7158 2007 Method 1 Option A 05/14/2014 05/21/2014 httn-//www.flnriciahuil(iinp_nro,/nr/nr nnn (it] F7 /1 cir ni Florida Building Code Online Date Approved of 05/25/2014 Page 2 of 4 FL # Model, Number or Name Description 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012.pdfApprovedforuseoutsideHVHZ: Yes FL1956 R9 C CAC UL certification 10-11-12 odfImpactResistant: N/A Quality Assurance Contract Expiration DateDesignPressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R9 II glass seal elite ago inst aoril 10,pdfmethodofattachment. FL1956 R9 II glass seal elite ago Inst f aoril 10 odf FL1956 R9 II TAMKO Glass -Seal Elite Glass -Seal Frederick Joplin Tuscaloosa) Ddf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal I A three tab asphalt shingle. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Certification Agency Certificate FL1956 R9C CAC Tamko S w onf FL 1956 2012 odf FL1956 R9 C CAC UL certification 10-11-12.pd Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R9 II glass seal elite apo inst aprii 10 odf FL1956 R9 II TAMKO Glass -Seal EliteGlass Seal (Frederik )oWin Tuscaloosa ). Ddf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Partys 1956.3 I Heritage I A dimensional asphalt shingle. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Certification Agency Certificate FL1956 R9 I CAC Tamko Sery Conf FL 19562012 df FL1956 R9 C CAC UL certification 10-11-12-pdf Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R9 II heritage ago inst - sept 12 pdf FL1956 R9 II heritage apo inst frederick odf Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 I Heritage I A dimensional asphalt shingle. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Certification Agency Certificate FL1956 R9 C CAC FL1956 R9 C CAC UL certification 10-11- 12. pdf FL1956 R9 C CAC UL inspection care ment odf Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R9 II 69388 Heritage (Tuscaloosa) Application Instructions. odf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012 odfApprovedforuseoutsideHVHZ: Yes FL1956 R9 C CAC UL certification 10-11-12 pdfImpactResistant: N/A Quality Assurance Contract Expiration DateDesignPressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R9 II heritage 30 app inst aoril 10 pdf method of attachment. FL1956 R9 II heritage 30 apo inst f aprii 10 odf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 11"-/Axnxrnx7 flnrirlahiiilrlinrr nrrr/nr/nr o-- A+I..,rL rvn-_ 7-%--A/nr.__f„. —1 Florida Building Code Online 1956.6 1 Heritage 50 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Page 3 of 4 A dimensional asphalt shingle. Certification Agency Certificate FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012 pdf FL1956 R9 C CAC UL certification 10-11-12 odf Quality Assurance Contract Expiration Date_ 10/10/2015 Installation Instructions FL1956, R9 II heritage 50 apo inst april 10 odf FL1956 R9 II heritage 50 app Inst f april 10 odf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.7 I Heritage Premium I A dimensional asphalt shingle. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Certification Agency Certificate FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012.1)d FL1956 R9..C. CAC UL certification 10-11-1 odf Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R9 II heritage prem aoo inst odF FL1956 R9 II heritage prem app inst frederick.pdf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.8 Heritage Woodgate A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside HVHZ: Yes FL1956 R9 C CAC UL certification 10-11-12 odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R9 II Woodgate app inst D Oct 11 odf method of attachment. FL1956 R9 II Woodgate aoo inst F Oct 11 odf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.9 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside HVHZ: Yes FL1956 R9 C CAC UL certification 10-11-12 odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/10/2015 Other: Asphalt shingles shall be used only on roof Installation Instructions slopes of 2:12 or greater. Nails must be used as the FL1956 R9 II heritage A app inst d april 10 odf method of attachment. FL1956 R9 II heritage xi app inst f aorii 10 odf Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.10 I Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Hip and Ridge shingles shall be used only on roof slopes of 2:12 or greater. Nails must be used as the method of attachment. Hip and ridge shingles Certification Agency Certificate FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012 odf FL1956 R9 C CAC UL certification 10-11-12.pd Quality Assurance Contract Expiration Date 10/10/2015 Installation Instructions FL1956 R9 II 12 25 x 12 Hip Ridge Application Instructions odf FL1956 R9 II 12 x 12 Hip Ridge Application Instructions odf FL1956 R9 II 12-1-4x12 HioRidge Sealant Dab Illustrations pdf FL1956 R9 I1 12x12 HipRidge Sealant Dab Illustrations odf Verified By: Robert Nieminen 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Baric Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 - The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Staternen httn•//www flnridnKiddino nro/nr/nr Ann At] 17 11 r . Florida Building Code Online Page 4 of 4 Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address V they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bQfg. Product Approval Accepts: Seam 'MYrk)-- H44r•//+sn n:r Application Instructions for FORMERLY HERITAGE@ 30 it M. 1 I I i T Tuscaloosa, AL THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES IMPORTANT FASTENING INFORMATION: DO NOT PLACE FASTENERS ON OR ABOVE THE PAINT LINE ON THE SHINGLE. The paint line on the shingle is the upper -most edge of TAMKO's expanded Nail Zone. For complete details regarding TAMKO's expanded Nail Zone, see section 3 of these Application Instructions. Failure to follow fastening instructions, including but not limited to improper placement of fasteners on or above the paint line, will adversely affect coverage under TAMKO's applicable Limited Warranty. Avoid placing fasteners into the sealant strip. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. HOOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled Mansard Roof or Steep Slope Roof'. Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be property spaced and nailed. Z. =T11.A'I'ION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. if the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION, WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PRO® Premium SBS Adhesive orTAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) upfrom the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 05/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamiko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 r> # +4r xw "".°"t`y.. «`..,d,', 3•'°" ..;.:'"y''"3?3'6g.'"°,-y+'FwxaXs'`+.4,yir.' ,'.", ^, in +.*a."a,n`+,.i.Cw..»A' -',,.,y^. .a,'tx.,a„: h„?I S5 L I r ;l i FASTENING PATTERNS: CONTINUED from page 1) f i n Wdmss. ,r 9 C a wQ 1 rl Tuscaloosa, AL 1) NAIL ZONE: The Nail Zone for standard fastening is defined as the 1-3/4 in. area beginning at 6-1/8 in. from the bottom edge of the shingle and ending at the paint line located at 7-7/8 in, from the bottom edge of the shingle. DO NOT PLACE FASTENERS ON OR ABOVE THE PAINT LINE ON THE SHINGLE. 2) Standard Fastening Pattern Options. For use on decks with slopes 2 in. per foot to 21 in. per foot.) A. Preferred Fastener Location: Fasteners should be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as shown in the Standard Fastening Pattern diagram. B. Acceptable Fastener Location: Fasteners must be placed in the 1-3/4 in. nailing area beginning at 6-1/8 in. from the bottom edge of the shingle and ending at the paint line located at 7-7/8 in. from the bottom edge of the shingle. Nails shall be located horizontally as shown in the Standard Fastening Pattern diagram. CAUTION: Fasteners must not be driven into the edge of the common bond area. Avoid placing fasteners into the sealant strip. STANDARD FASTENING PATTERN IN NAIL ZONE 1"- 1— 12-1/2•' --+— 12-3/8" — — 12-1/2"--. -1-1 PAINT I PREFERRED FASTENER LOCATIONS NAIL ZONE 6-1/8" EDGE OF• PREFERREDFASTENERLOCATION 3) Mansard Fastening Pattern, (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) FASTENERS NAIL ZONE COMMON BOND 6-111 EXPOSURE 5-5/8" 1t 1 h-7-1au+}F7-1rz".- 7a+a•+1.-7-12"-+1.-7-1rz".+l H-1,1 MANSARD AND HIGH WIND FASTENING PATTERN FORMERLY HERITAGE® 30 4) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underiayment and each other in a 4 in. (102 mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1 /8 in. (3mm) thick Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain undedayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) CAUTION: ALL FASTENERS FOR MANSARD AND HIGH WIND APPLICATIONS MUST BE DRIVEN INTO'THE NAIL ZONE COMMON BOND (PREFERRED FASTENER LOCATIONS) AS SHOWN IN THE MANSARD AND HIGH WIND FASTENING PATTERN DIAGRAM. NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum Property Drlven tmprcperty Driven UJ3111' min dlernNar undo d*i overdriven aookstl AsphaltShinglesW%1114' nomMsf ` Decking errelght, good PwMraDon, Inedeque4 too deM Ms Inadequate end flush with shtngl surtece Penetration Into shingle enchorage head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in, through the roof deck. Drive nail head flush with the shingle surface. STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in, for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Property Driven Improperly Driven underdnven overdriven - crooked AsphaltShingles E r^ Decking) central uistrict 220 West 4th St., Joplin, MO 64801 800-641-4691 05/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 taimko.com Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 n ' .''"r•xE Sy.,' '3< r.,4' E. . 'sa^ypsac xr4. a+s•-r+° siir, }. 4'#.7" - tw.' .,--, r.3C..u, .:: ..1;5'-+3'_3...„..N:.S.vS::i T.,..`-'dr`3 •'!:'C ` - .' n"i'Ar bs' M+7x-auk } _. '-°Iwi"s nah:{&uv. ..s''«+a3”" trab...$'Lk'> BUILDING PRODUCTS CONTINUED from page 2) FORMERLY HERITAGE® 30 Tuscaloosa, AL 4. UNDIMAYMENT UNDERLAYMENT.- An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are: Asohalt Saturated Felt Underlayments: TAMKO SuperX 15T11 or SuperX 30TM Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield® Synthetic Underlayment TAMKO Moisture Guard Plus®, TW Underlayment and TW Metal and Tile Underlayment® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayment's written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10 -inch Starter or self-sealing 3 -tab shingles. If self- sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For mW mum Mrp resiadren [lana rake[. leedll "nu ted ten OD Fe terers \ entrai uistrict 220 West 4th St., Joplin, MO 64801 located 1-112' 10 9' Visit Our Web Site at Northeast District lmm rekeR_\` 800-368-2055 tamko.com Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 Sun"rt amp.01, 1Q in& Su W,—h" Sed-aeabng E— Fettene,e DOD ed" removed, then follow wRh NII eaves and rota, W". Mips in order to o"9e1 wM dre 1/4' w W n rw drip Wp p.U_d ioaatad 1.1 Pr M 3' . first, "1. muram. fl-Wng 41 w0- . "drip aavos 800-530-8868 3 from esus edgeedge "asIft Is WeWM mks edge Install atfth. scan hvdt ddp edge. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 in, piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. repeatcourses 5th course 4th course 3rd course 2nd course 1st course 10-3/8 i 7m ' 10-3/9" I (Continued) I entrai uistrict 220 West 4th St., Joplin, MO 64801 800-641-4691 05/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 tamko.com Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 B00-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 3 t"ms`s "*#:s K risssr+Rfr sr' r CONTINUED from page 3) Tuscaloosa, AL The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. 1Cul your first course Shingle la maize 29' and a 10 3V wgth. Cul a second shingle make a 23" and a 16 3/e' ieng., 2 1- 11 y 1. 2Begin apprication w11*111,a NII length shingle. Then MyW. 29', 23 16 am- and 10 3!8' lengths. As you can ase, three shingles with two cuts make five courses. 3.C -dr ue working your way aOosa the root. When you make yourfmalartattheMOPSedge, Tip any pieces that are W or tenger beck M. the roof. These pieces can be worked in ahywharo wnhoul healing Zippers or calor vada°ons. NOTE Do not align dolma of shingle sources when werklng in cur pieces. Joints should be no closer than ' from one anottw. S. I6OW SLOPE APPI61CATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2 -sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2 -sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2 -sheet width. If winter temperatures average 25nF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPS ROOF If the slope exceeds 21 in. per foot (60', each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. S. R&ROOFINO Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing FORMERLY HERITAGE® 30 mufti -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing property. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in, exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and appy the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Drip Ne Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. afterthe first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). Continued) Central uistnct 220 West 4th St., Joplin, MO 64801 800-641-4691 05/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656tamko.eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 u.'." r3:.w'.?.-,s...fl,'u'`.t._'Se„. ar... z'sCr.ti• •--..°r. .... BUILDING PRODUCTS 9. VALLEY APPLICATION CONTINUED from page 4) ERITArxrke LAMINATED ASPHALT SHINGLES Tuscaloosa, AL Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Moisture Guard Plus', TW Metal & Tile Undedayment, or a minimum 50 Ib. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION, WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water overthe trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a. chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Valley centerline Minimum 36' wide sheet of Moisture Guard Plus, Tw Metal & Tile Extra nail in or 50 to, m heavier roll roofing n,end of shingle Extend end shingle 12'-18' beyond valley centerline Underiayment Place tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerline and covering the vertical shingle. No fasteners within 6' of centerline FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. FORMERLY HERITAGE® 30 10. SIP AND RHOS FASTENING DETAIL Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. The length of the fastener should be long enough to penetrate through the roofing material and 3/4 in. into the wood decking or completely through approved plywood. IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8" exposure here— Fastener I II Start here 5-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641.4691. TAMKO®, Moisture Guard Plus®, Tam -Shield®, TAM -PRO® and Heritage® are registered trademarks and SuperX 15 and SuperX 30 are trademarks of TAMKO Building Products, Inc. uentral ufstrfct 4N west 4t11 St., Joplin, MO 64801 800-641-4691 05/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave Denver CO 80216 800-530-8868 5 M"i_,.'-`.,