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2434 Waxwing Way 17-2659; NEW SFH
b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No• Documented Construction Value: $ L 3 LQ2V0 Job Address: a*-3)+ l a'k W:c S= Sg ram\ 3a"171 Historic District: Yes No Parcel ID: 17-20-31-502-0000-iq-uo Wyndham Preserve Lot IL Residential ® Commercial Type of Work: New® Addition Alteration RepairEl Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email:, Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax.: City, St, Zip: Ambler, PA E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A V, Ob I Signature of O e /Agent Date Signature of Contractor/Agent Date N Print Owner/Agent's Name Print Contractor/Agent's Name A)(L= AJa--,Q- --VrAarr-> Signature of Notary-Stati of Florida el Signature of otary-State of Florida DateShayneIShayneMangel APPersonna, NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# GG113111 Comm# GG113111 Expires 6/21/2021E 1 Expires 6/21/2021Owner/Agent is y Known to Me or Contractor/Age t i Personally Known to Me or Produced ID Type of ID Produced ID V Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: e!" - WASTE WATER: 101 BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments Permit # C; Project Address: Contact: M City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date J Ph: (` O l1L Fax: Email: a Trades encompassed in revision: Building Plumbing Electrical i' Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building IF i 2-Zl-c'7 aaY OF o SXNFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2659 Date: 12/12/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 2434 Waxwing Way Contact Email: Shayne.Mangel(&starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.Qov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding details or floor plans should be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the specific pages that exist in the plans. FBC 107 2. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 3. The A/C condenser is required to be shown on the plans in the approved location as shown on the plot plan. All applicable plan pages and any electrical details need to be revised, placing the condenser at the rear of the house. Building Plan Pages require revision, not the plot plan. FBC 107 4. The 2nd floor framing plan, Sheet S3.1, doesn't include any truss id's for the mono trusses at the front of the house. Please revise accordingly. FBC 107 5. Please submit two (2) copies of a Truss Placement Layout from the truss manufacturer, as it was not provided. Please verify the truss id's, spacing and truss profile package match the truss layout on the plans and truss layout from the manufacturer FBC 107 6. The Product Approval packages are required to be site/lot specific. There is product approval submitted for a sliding door, however no sliding door is being installed on the house. A swinging door is being installed at the rear of the house. Please provide product approval and corresponding installation instructions for the swinging door. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mange[ Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2434 Waxwing Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1460 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL "l1SE ONLY _. Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2659 Reviewed by: Michael Cash, CFM Date: September 7, 2017 D Application for Paved Driveway, Sidewalk or b 0 WalkwayIncluding Right -of -Way Use & tioRrn ` Y 18Landscaping in Right•of-Way www. sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.6140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the Know whars below. size and location of the existing right-of-way and use shall be provided or application could be delayed, Call before you dig, 1. Project Location/Address: o.*347 2. Proposed Activity: I A Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Z:>V-k_ _ This applicatio Property Own . Signature: Address: ` 60 Phone: 4 "- "7MSC- by: Print Name: waeitA ib\Y4 Sy; Fax: Lt-q-1- (py0 • 0-100 Email: Maintenance Responsibilities/Indemnification V_(_ 6a_14 Date: % - 3) -1 The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall Include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto, Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or properly, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the 91[fY_%right-of-way. I have readAnd u Signature: the above statement and by signing this application I agree to its terms. Date: %- 31-) -I This permit shall be posted on the site during construction. e call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: _ Reviewed: Public Works Official Use Only Fee: Date: Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: -- I - Z0( `1 Date: November 2016 ROW Use Driveway.pdf 11111111111111111111111111111111 fill 1111THISINSTRUMENTPREPAREDBY: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Mary. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 89E6 Pa 1163 (iPss) CLERK'S 4 2017091536 RECORDED 09/07/2017 11:49:05 AN RECOf [— dG FEES $10.00 RECORDED BY hdev-arn- Permit Number. Parcel ID Number. 17-20-31-502-0000- lye 0 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) Wyndham Preserve, PB 81 Pgs 93-102. Lot Address: ;).4bLV GENERAL DESCRIPTION OF Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC 1\ Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. 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 penait{es oXfAerjupyl'bfciare tha ve read the foregoing and that the facts stated in it are true to the best of Wknibyfiedge a d b ees Signature Ownees;P)inted Name Florida Statute 7f3.13(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 off _ County of The foregoing instrument was acknowledged before me this [54 day of 1 6,4 , 20 1 ' by _ ], a . Who is personally known to me Name of person m 'ng statement OR who has produced Identification type of Identification produced: Share Mange 1 q NOTARY PUBLIC STATE OF FLORIDA Gomm# GG113111 -a SINCE 1 0 Expires 6/21 /2021 j Notary Signature a: oL LUJ y REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 5 BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 1 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final cra*ra ajx" as rw:E+*as}'cITJ?M+BI1 P 'RMLT U.< xi.• 141, Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECIiANICAL_PERMIT; p, _ A._ ., . Min Max Inspection Descri tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 C COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 DATE BUILDING APPLICATION #: 17-10000652 BUILDING PERMIT NUMBER: 17-10000652 September 14, 2017 UNIT ADDRESS: WAXWING WAY 2434 17 20 31 502 0000-1460 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2434 WAXWING WAY / LOT 146 SFR WYNDAM PRESERVE. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 70S.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housinq 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT e yw _ - , - wo n SRECEIVEDBY: Ky SIGNATURE: p(y„ PLEASE PRINT NAME) DATE; - q-123 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. I Vito Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: $ - 31-11 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 6d' The specific,pen-nit and application for work located at: D.-A-3LA Lk3a.-". r rA G'L' 3 1 I street Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole The foregoing ipstrument was acknowled ed before me this day of + 200ja , by _ kn =k LN, ( who is ersonally known to me or o who has produced _ as identification and who did (did not) take an oath. Notary Seal) Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Rev. 08.12) i! Signature ' U Print or type lame _j Notary Public - State of Commission No. My Commission Expires: o; Q CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No I ^ w4eS- 2 Documented Construction Value: $ k l* 2 2 t 1 t `AS. ob Address: l_U UU Historic District: Yes No t4arcel ID: 17-20-31-502-0000-lq-uo Wyndham Preserve Lot 1 C\- Residential [2 Commercial v Type of Work: New ® Addition Alteration Repair Demo Change of Use vtove Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/Eng I neer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ariz' 0('3Ita- Signature of O e gent Date Signature of Contractor/Agent Date 1''1I tet, Print Owner/Agent's Name Print Contractor/Agent's Name SVv 4. '81si I P, Signature ofNotary-StaA of Florida el Signature of otary-State of Florida Date shayne Share Mangel NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDAComm# GG113111STATE OF FLORIDA IMFComm# GG113111 Expires 6/21/2021 Expires 6/21 /2021. Owner/ Agent is Personally Known to Me or Contractor/Age t ' Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical ® Mechanical F,; Plumbing0 Gas Roof Construction Type: V a Occupancy Use: Q Flood Zone: A—, T ckl~t D Total Sq Ft of Bldg: 2, kk Min. Occupancy Load: l # of Stories: Z New Construction: Electric - # of Amps 1 Sc7 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [B # of Heads APPROVALS: ZONING: 11431n UTILITIES: COMMENTS: ENGINEERING: M-rr— OV) J 1 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 3'j.3"lo 'mie. I(. DoS T, GrL Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5r- kZ 2- -ti Revised: June 30, 2015 Permit Application RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 146 - 1605 TL Builder Name: Starlight Homes ILDiNC Street: ;D,y 3y Wd $.W City, State, Zip: Sanford. FL , 32773 Permit Office: Selninile County 2 6PermitNumber: 5 9 sAnli=o RD Owner: 11 k . Jurisdiction: Design Location: FL, Sanford' County:: Seminole (Florida Climate Zone 2) FAgR 1. New construction or existing New (From Plans) 9. Wall Types (2222.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 1026.60 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (987.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft2 6. Conditioned floor area above grade (ft2) 1605 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(132.3 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 a. U-Factor. Dbl, U=0.34 132.27 ft2 SHGC: SHGC=0.26 b. U-Factor: WA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kStu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems 8. Floor Types (987.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 335.00 ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 49.69 Glass/Floor Area: 0.082 gyp S STotalBaselineLoads: 52.53 1-/, I hereby certify that the plans and specifications covered by Review of the plans and 11AE SSA this calculation are in compliance with the Florida Energy specifications covered by this k v =_ p Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 7W 17 this building will be inspected for compliance with Section 553.908 t') ° hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy -Lode. COD y v OWNER/AGENT: BUILDING OFFICIAL: DATE: 0DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 6/21/2017 3:13 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 146 - 1605 TL Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1605 Lot # 146 Owner: Total Stories: 2 Block/SubDivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1605 13782.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 652 6063.6 Yes 4 0 1 Yes Yes Yes 2 Floor 2 953 7719.3 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 89.5 ft 0 652 ft2 0 0 1 2 Floor over Garage Floor 2 --- --_ 335 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1104 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 987 ft2 N N 6/21/2017 3:13 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 1. FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 987 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 W Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 18 9 9 5 176.6 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 35 6 9 5 334.3 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 37 6 9 5 353.1 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None .39 3 6 10 20.5 ft' 2 Wood Floor 1 None .39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 45.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 7 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 8 Vinyl Low-E Double Yes 0.34 0.26 19.3 ft' 1 ft 0 in 11 ft 0 in None None 4 N 8 None Low-E Double Yes 0.34 0.26 8.0 ft' 1 ft 0 in 11 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 406 ft' 406 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1608 88.28 166.02 3433 7 6/21/2017 3:13 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-9(114 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump Split HSPF:8.2 30 kBtulhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS V # Supply -- Location R-Value Area Return - Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 321 W Floor 2 80.25 ft Prop. Leak Free Floor 2 cfm 48.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: N Coolingj ]]Jan [ j) Feb [ j] Mar HeatinX) Jan X] Feb [X] Mar Ventin [[ ]] Jan (( ]] Feb [[X]] Mar Ceiling Fans: A r [ ] May X] Jun [Xj Jul ri Au Apr [ ] May 4 ] Jun [ j Jul Aug] X] A r [ ] Ma [ ]Jun [ j Jul Au Xj Se Sep JSej 1 iOct j( j Nov Oct [ X] Nov Oct [ ki Nov j Dec Xj Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) Cooling ( WEH) Heating ( WD) Heating ( WEH) AM 78 PM 80 AM 78 PM 80 AM 65 PM 68 AM 65 PM 68 78 78 80 80 78 78 80 80 65 65 68 68 65 65 68 68 78 78 78 78 80 78 78 78 78 78 78 78 80 78 78 78 65 65 65 65 68 68 68 68 65 65 65 65 68 68 68 68 78 78 78 78 68 68 68 68 80 78 80 78 68 68 68 68 80 80 78 78 80 80 78 78 68 68 68 68 68 68 68 68 80 78 80 78 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 38 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 21/2017 3:13 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 I. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1026.60 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft2 6. Conditioned floor area (ft2) 1605 b. N/A R= ft2 7. Windows" Description Area R ft2 a. U-Factor. Dbl, U=0.34 132.27 ft2 11 Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft2 6 321 SHGC: SHGC=0.26 b. U-Factor. N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.260 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft2EF: a. Electric Cap: 50 gallons b. Floor over Garage R=19.0 335.00 ft2 0.95 c. N/A R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building -01E6Constructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) AV in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home:.G_ City/FL Zip:, _ CpD tA Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/21/2017 3:13 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 146 - 1605 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing_ in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Fireplace An air barder shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/21/2017 3:13 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 146 - 1605 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1605 sq.ft. Cond. Volume: 13783 cu ft. Envelope Leakage Test Results Regression Data: C Single or Multi Point Test Data HOUSE PRESSURE ( FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official BUILDING OFFICIAL: DATE: 6/21/2017 3:13 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method Project Name: Street: City, State, Zip: Design Location: FLORIDA ENERGYRfjam, I, iIEFFICIENCY i ; I i= BUILDINGCONSTRUCTION Form i Duct Leakage Performance Method Lot 146 - 1605 TL Sanford , FL , 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results GFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 6/21/2017 3:13 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project SJob: Starlight - Wyndham Summary - - vvrightsoft° Y Date: 6/1612017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: w mv.energyair.com For: Lot 146 - 1605 TL, Starlight Homes Sanford, FL 32773 Notes: ln, fo;rmation Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 14446 Btuh Ducts 2243 Btuh Central vent ( 38 cfm) 1082 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area ( ft2) 1653 1653 Volume ( ft') 14246 14246 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 119 62 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8. 2 HSPF 28600 Btuh @ 47°F 29 F 899 cfm 0. 054 cfm/ Btuh 0. 50 in H2O Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 13543 Btuh Ducts 4007 Btuh Central vent ( 38 cfm) 738 Btuh Blower 0 Btuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 18287 Btuh Latent Cooling Equipment Load Sizing Structure 2828 Btuh Ducts 831 Btuh Central vent ( 38 cfm) 1133 Btuh Equipment latent load 4792 Btuh Equipment total load 23079 Btuh Req. total capacity at 0. 70 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11. 7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0. 79 Capacity balance point = 33 °F Bold/italic values have beenmanually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wri htsoft® 2017-Jun-2115:10: 57 Right - Suite® Universal 2017 17.0. 08 RSU17013 Page 1 ACCA ,..Specific\Wyndham Preserve\Lot 146 - 1605 TL.rup Calc = MJ8 Front Door faces: S e Manual S Compliance Report Job: Starlight -Wyndham wrlghtso'ft, Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: wAw.energyair.com For: Lot 146 - 1605 TL, Starlight Homes Sanford, FL 32773 BCooling Equipmento,, .a ._s Design Conditions Outdoor design DB: 92.6'F Sensible gain: 18287 Btuh Entering coil DB: 77.8'F Outdoor design WB: 75.9'F Latent gain: 4792 Btuh Entering coil WB: 64.1 of Indoor design DB: 75.0°F Total gain: 23079 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 110% of load Latent capacity: 6015 Btuh 126% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 17770 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 161 % of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 90% of load Temp. rise: 50 °F Meets are all requirements ofACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 33 °F Economic balance:-99 °F 2017-Jun-21 15:10:57 1 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACC ...Specific\Wyndham Preserve\Lot 146 - 1605 TL.rup Calc = MJ8 Front Door faces: S wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vmw.energyair.com For: Lot 146 - 1605 TL, Starlight Homes Sanford, FL 32773 Job: Starlight - Wyndham Date: 6/16/2017 By: Plan: 1605 S Endeavour Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.155 in/100ft 0.155 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 181 ft Sup'plyBranch>D`etall Tablear .. Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun c 995 18 51 0.255 5.0 OXO VIFx 9.8 100.0 bat c 124 4 6 0.204 4.0 OXO VIFx 17.4 120.0 st1 br2 c 1595 65 82 0.210 6.0 OX 0 VIFx 13.3 120.0 st1 br3 c 1633 68 84 0.185 6.0 OX 0 VIFx 26.8 125.0 st1 foyer h 2656 143 73 0.155 7.0 OX 0 VIFx 31.0 150.0 st4 hall c 1039 26 53 0.188 5.0 Ox 0 VIFx 23.7 125.0 SO kit -fam h 3611 195 179 0.161 8.0 OX 0 VIFx 28.8 145.0 st5 kit -fam-A h 3611 195 179 0.168 8.0 Ox 0 VIFX 21.6 145.0 st5 m ba C 322 15 17 0.260 4.0 Ox 0 VIFx 7.8 100.0 m br c 1885 89 97 0.260 6.0 OX 0 VIFx 7.6 100.0 pdr h 213 11 8 0.158 4.0 Ox 0 VIFx 27.8 150.0 st4 We h 779 42 38 0.272 4.0 Ox 0 VIFx 8.1 95.0 vnc2 h 164 9 8 0.201 4.0 Ox 0 VIFx 19.3 120.0 SO Wc3 c 457 19 23 0.192 4.0 Ox0 VIFx 26.1 120.0 SO Su"pp XTrunk DetallTab le; :.. . Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 192 257 0.185 581 9.0 0 x 0 VinlFlx sty Peak AVF 389 359 0.161 495 12.0 0 x 0 VinlFlx st3 st4 Peak AVF 155 81 0.155 443 8.0 0 x 0 VinlFlx st2 st2 Peak AVF 155 81 0.155 443 8.0 0 x 0 VinlFlx st3 Peak AVF 389 359 0.161 495 12.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-21 15:10:57 wrightSOft° Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCK .:.Specific\Wyndham Preserve\Lot 146 - 1605 TL.rup Calc = MJ8 Front Door faces: S Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb3 Ox 0 753 748 0 0 0 0 Ox 0 VIFx rsb3 Ox 0 146 151 0 0 0 0 Ox 0 VIFx 2017-Jun-21 15:10:57 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 ACCA ...Specific\Wyndham Preserve\Lot 146 - 1605 TL.rup Calc = MJ8 Front Door faces: S cam,, Job M Starlight - Wyndham Performed for: Lot 146 - 1605 TL Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com 4' VTW Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017-Jun-21 15:11:03 m Preserve\Lot 146 - 1605 TL.rup level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP 6'MVTR 36 CFM ip Riser Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 146 - 1605 TL 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-3729 2017-Jun-21 15:11:03 w. wwenergyair.com GRenner@energyair.com ... m Preserve\Lot 146 - 1605 TLrup RECORD COPY V j L Mot- fF n\-DIANC 0SANFOR D PA Rl'" 7 2659 15P I'j - 2(, 5Fj ZONPN DATE to 3 Ok to construct single family home to with setbacks and impervious area shown on plan. 37.3li0 <<,,,r, 1005 Endegvovr _ -F, kL LOT 138 LOT 145 POINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 WESTERLY LINE OF THE NORTHEAST 1/4 d OF SEC 17-20-31 ca (BASIS OF BEARING) of M w o POINT OF rn BEGINNINGS 0 0 N 1489'40'51 "E ? 376 00` LEGAL DESCRIPTION N VffND1"1AM PRESERVE - LOT 146 PLOT PLAN LOT 137 S89'40'5 ) 40.00' LOT 146 0 AREA = ` 4,400 S.F. ± 0 10.0 o p O to c 0 inn n PROPOSED 2 STORY RESIDENCE 2434 WAXWING WAY LOT 136 O 1605 ENDEAVOUR M ; % ELEVATION - T O GARAGE - LEFT O w FFE= 30.4 7.3 I;.O' Q6.0, 20.7 n ORC ; n 16:0' --- —'0v 0o I PROPOSED S N P DRIVEWAY my w RCN C 0 3,Eno II oN o aai w N N C_ o V m Z 'a to vmrn r 0 0 v Nm a] nJ WYNDHAM PRESERVE LOT 146 LOT 147 (Proposed) 10' UTILITY EASEMENT (P) 00' N89'40'51 Ar PROPOSED 5' CCNC SIDEWALK p CONC CURB-' WAXWING WAY P 50' RIGHT—OF—WAY c PCP (FRNATE ROAD) CENTERT S89'40'51 "W 606.15' P1( LINE Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 599.64 feet; thence N.89040'51"E., a distance of 376.00 feet to the POINT OF BEGINNING; thence N.89'40'51 "E., a distance of 40.00 feet; thence S.00019'09"E., a distance of 110.00 feet; thence S.89040'51"W., a distance of 40.00 feet; thence N.00019'09"W., a distance of 110.00 feet; to the POINT OF BEGINNING. Containing 4,400 Square feet, more or less. 4"' ""•"` ND:ADUSSD—Access Drains a UtilitiesSidewalkLBLEGE9 / / Licensedus- BFP— Bockflow Preventer Distance Easement S — Survey Sr PRM —Permanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L—Florida Power & Light P — Plat FFE—Finish Floor Elevation D. B.—Deed Book R—Water Meter O. R. —Official Records Book N —Water Valve P. B.—Plat Book Yf—Fire Hydrant Pg. —, Page RC® —Reclaimed Water Meter Elev.— Elevation RCD4—Reclaimed Water Valve Conc. — Concrete Cable Box BP — Brick Paver m—Telephone Box SW - Sidewalk El —Electric Box FFE— Finished Floor Elevation 0-Utility Pole CI — Curb Inlet 0—Guy Pole GTI— Grate Top Inlet A —Light Pole P. U.E.—Public Utility Easement E--Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride O —Storm Sewer Manhole NCS — No Comer Set (Falls in Water) m —Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E.—Drainage/Utility Easement COO—Clean Out FMGD— MAG NAIL & DISK CV KI—Irrigation Control Valve P. K. —Parker Kolon Nail Sign SIR — Set 1/2' Iron Rod LB7768 WX—Gate Water Valve SPKD— Set P.K. & Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 I' —Existing Grade FIP — Found 1/2* Iron Pipe LB7768 a —Blow-off Valve FPKD— Found P.K. Nail & Disk L87768 —v _—Drainage Flow Direction FCM — Found 4"x4" Concrete 0.0 —Proposed Design Grade Monument PRM L87778 10.2 As—Built/Existing) Grade Note: Some items in above leaen may not be ano icable Description I Date I Dwn. Ck'd I P.C. I Order No. REVISED AC PAD 1 9/06/17 1 JE IJDL SURVEYOWS NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) LOT AREA CALCULATIONS LOT = 4,400 SQ.FT. LIVING AREA= 652 SQ.FT. GARAGE = 406 SQ.FT. PORCH = 24 SQ.FT. DRIVEWAY 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 48 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 37.3 % SOD = 2,756 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 5,400 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 248 SQ.FT. SOD = 2,882 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map. Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: PROPOSED LOT 146, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 pLQ Maitland, FL 32751 r ` I ? QNLY I Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 CO 5 a Q . w GeoPoinnt y Surveying, Inc. mes D. v [•.;LOR.•• pp s PI'A LS6915 RIDAPROFESSI R FI.ON0: .................. Drawn: MTP Checked:JDL P.C.: Data File:BrissonEast-Plat Date:6/ 23/17 Dwg:ee_nEast-Lot146 Order No.: •-' NOT VALIDWITHOUTFJ,6i6NA4URE AND THE ORIGINAL SEC. 17 — TNN. 20 S. — RNG. 31 E. Field Bk: USED SEALOFAFLORIDALICENSED _SURVEYOR AND MAPPER RECORD COPY Typical 150 Amp Electrical Diagram 150 Amp Main 120V/240V Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode 17 -2659 RECORD CO?'Y PALMER ELECTRIC Starlight Homes 1605 Endeavor, Wyndham Preserve LOAD CALCULATION August 9, 2017 L HVAC LOADS 1NEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA II. GENERAL, LOADS {NEC 201t - 220.82(B)(1) - (4)) LIGHTING 1605 Sq Ft @ 3VA/Sq. Ft 4.82 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT e 14.4 60AMP POOL CIRCUIT 1 I 19.2 80ANM POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.32 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.13 KVA SUB -TOTAL (GENERAL LOADS) {NEC 2011 - 220.82(B)) 20.13 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.13 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(A)) 30.51 KVA MINIMUM SERVICE SIZE 127.13 AMPS RECOMMENDED SERVICE SIZE 1-50 AMPS J XtNG 0 26S9 THERMANTRU 0 THERMA TRU DOORS 1 is INDUSTRIAL DR., EDGERTON, DH 43517 Classic -Craft" and 'Benchmark by Therma-Tru" 68" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS WI & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes i. 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 for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 2005. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff" material that complies 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 jobs in accordance with the governing code. 7. Site conditions not covered by this drowing are subject to further engineering analysis. TABLE OF CONTENTS SHEET @ DESERIMON 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 105.50" MAX. OVERA 1 2 3e LL Fe WIDTH 5 5 5 I IIIII I I I I 1 I I I I I I I 1 1 I t1 m 45 5IL III I' 'IA AII Ii it I I 'I L I I' I' I II ,I I, 1 A 'I A I III 6 6 6 6 6 6 DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 47.0 -47.0 37.50- MAX. OVERALL WIDTH 133 5 5 SINGLE X MAX DESIGN PRESSURE 77.0 -77.0 C) LO N 68.50" MAX. E OVERALL WIDTH t 2 3 I I I 1 I I 1 1 1 I I I 5 h I h SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE 47.0 -47.0 74-0" MAX. OVERALL WIDTH 53•0(Y' MAX• OVERALL WIDTH 1 2 3 1 2 3 5 5 5555 4 1 I 5 I 1 I 1 DOUBLE XX SINGLE W/SIDEVTE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 47.0 -47.0 +47.0 -47.0 LOCK HARDWARE MFG & SERIES KWIKSET SIGNATURE SERIES LArCH KWIKSET SIGNATURE SERIES 780 DEAD$. z u ac - a O = z c C&D 2121112 SCALE: N.T.S. L DWG. BY: JK clot. BY. LFS 3 DRAWNG Ho.: FL-15225.1-68 sHEET I of 6 ° 0 MASONRY J OPENING 2X BUCK — 4" 4" 4» 8. I II II IIII 4 MULLION I I SHOWN FOR IIIMULLIOSHOWNTYP. II REFERENCE II FOR I I HEAD REFERENCE II JAMBS SEE NOTE 1 II II II U II I ASTRAGAL II I II SHOWN FOR II II II II it II REFERENCE II II II II II II DOUBLE W/SIDELITES BUCK ANCHORING 48» 4 II MASONRY II OPENING TYP. HEAD h JAMBS I`ASTRAGALSEENOTE1IISHOWNFOR 2X BUCK II REFERENCE II II II II II II II II I 1—I4» 1 4- MASONRY OPENING 2X BUCK w 7 U 0 0 NOTES: II I I `MULLION 4 II SHOWN FOR TYP. II REFERENCE HEAD I I JAMBS SEE NOTE 1 II II it II II II II SINGLE W SIDELITE BUCK ANCHORING MASONRY _j OPENING 2X BUCK--' z OU n 6 Z 01. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1"clearance to masonry edges, a 1-114" 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 mulfion 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" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 2X buck min. S. G. > 0.55 4"-- ri--r— 4" II II I II II MULLION II 4 II SHOWN FORTYP IIII REFERENCE II HEADII II JAMBS II SEE NOTE 1 11 II II II I II MULLION II II SHOWN FOR II II REFERENCE II it II II II II II i v 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 Qw z 2X BUCK v o DATE: 2121112 SME: N.T.S. DWG, Br: JK GHK. BY. LFS DRAWING NO.: FL- 15225.1-68 sw- Er 2 aF 6 G" D" "E" 3" 63 f' 3" j lI 11 1 i/ MULLION SHOWN FOR e REFERENCE W W/2X BUCK INSTALLATION w OU W/1X BUCK INSTALLATION HZ TYP. HEAD & JAMBS U SEE NOTE 1 SEE NOTE 1 C" V "E- VIEW "C"-"C" SINGLE DOOR W/SIDELITES SEE J DETAIL "4" SEE NOTE i C„ j a IN PAIRS 30 TYP. 3" —1 1 T o ujLo w w N Imo- M Nv) In 2 OU ao u' w 6 1 SEES - U r6i DETAIL N U 1 6 a T C. VIEW "C-"E" VIEW "D"-"D" SHOWN W/ OPTIONAL CORRUGATED FASTENERS, REM /30 OW. ALL SIDELITE TO DOOR JAMB CONNECTIONS) NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sift require a minimum 2-1/2" clearance to masonry edges, a )-1/4" minimum embedment and a minimum 3" 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 corners, 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 mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidefite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each verticoliamb, from the top down at 13.5", 3 1 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside corners. 4. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). a 0" A" i 63" 16" L I I I I III MULLION N w SHOWN FOR REFERENCE IW/2X BUCK INSTALLATION n Z2, IW/1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 nn 16 - D„ A" TINGLE DOOR W SIDELITE BID0 DETAIL "6" W 2 OU O SEE DETAIL "2" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 i DETAIL "1 N wo W B" .A„ to z^ cw 7 NZ 6 ram C 6 1 oc d o n ;; e A W/2X BUCK r ua•:a E INSTALLATION o 9 W//X BUCK - INSTALLATION a TYP. HEAD & JAMBS SEE NOTE 1 - ud SEE NOTE 1 o 16 SEE DETAIL "1 " . ci + o 5 m w w B" "A" I o 0o a SINGLE DOOR VIEW ';4"-'4" a W/2X BUCK INSTALLATION 2 0 W/1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL "2" B 1 C 1 DETAIL "4'" DATE: 2121112 z sra.E: N.T.S. `- DWG. III: JK CHK BY. LFS 3 DRAWING NO.: G FL-15225.1-68 cc SHEET _L OF 6 g E" 6" rid--{--}.----- II3" 1 II II I II I I II SEE NOTE 311 II SHEET 3 II SEE DETAIL "3" II ASTRAGAL-' I/; I I MULLION SHOWN FOR II SHOWN FOR REFERENCE 11 REFERENCE ONLY II 11 SEE NOTE 1 16 16 11 SHEET 3 11 16 12 5 11 5II II C" "E" VIEW "C"—"C" DOUBLE DOOR W/SIDELITES A 3" 3 3 - I 6" W/2X BUCK ED I INSTALLATION , o SEE DETAIL 11 W/2X BUCK A x w W/1 X BUCK _ _ ~ Lu 3" 111NSTALLATION § Z INSTALLATION w a— g z — JI W/1 X BUCK 9 0 TYP. HEAD N x ASTRAGAL INSTALLATION JAMBS N SHOWN EFFOR 1 P. HEAD & ^ p SEE NOTE 1 RERENCE 11 JAMBS SHEET 3 = ONLY II SEE NOTE 1 II SHEET 3 SEE 90 SEE NOTE 1 II SEE NOTE 1— DETAIL "4" ¢ o SHEET 3 11 SHEET 3 SEE 16 11 16 DETAIL EE NO SHEETT3 1 11 II Lu VIEW " E"—"E" DOUBLE DOOR SHOWN W/ ORRONAL CORRU ATED FASTENERS, REM J30 (TP. ALL SIDENE TO DOOR JAMB CoNNECTIoNs) W/ 2X BUCK 2 INSTALLATION w IN io KwN PAIRS 30 aj o TYP. Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 fTW PFH CONCRETE SCREW STEEL 11 3 i6" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4'ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3.192 PSf MIN. CONCRETE CONFORMING TO AC) 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 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 11 12- X 1" X 25 GA. CORRUGATED FASTENER STEEL W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 SHEET 3 1 DETAIL " 1 " B 1 C 1 DETAIL " 4" W/ 2X BUCK INSTALLATION ET!] W/1X BUCK INSTALLATION SEE NOTE 2 SHEET 3 M N o o ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DATF 2121112 SCALE: N.T.S. DWG. BY; JK CHK. Br: LFS ORAWaD. NO.: FL- 15225.1-68 sHEEr 4 or i C 2-1/2"MIN. FROM 2-1/2"MIN. FROM 13 MASONRY EDGE MASONRY EDGE TYP.) (TYP.) t 1X BUCK w U a 9 N INTERIOR EXTERIOR 1 HEAD JAMB Tolxsub-buck Inswing shown zI w _ism U H N A zYry f ZOv=i 0 INTERIOR EXTERIOR Z HEAD JAMB To wood frame Inswing shown BUCK INTERIOR EXTERIOR K Z Z 3 °L 25' MAX. m SHIM SPACE 1.1 S' MIN. EMB. 1.25' MIN. EMB. TYP. 4 VER17CAL SIDE JAMB 5 To 2xsub-buck Inswing shown N 1 ' MIN. FROM I" MIN. FROM Q t e W n N gg MASONRY EDGE MASONRYEDGE— N TYP.) TYP.) m i z o W Jtn00: 13 UN a ovv 4 4 -_0 XZ o C m g9ooPS LL yci Z d m iia m° ° m E c C U 2X BUCK A < yw N = INTERIOR EXTERIOR 3 HEAD JAMBS j To 2x sub -buck J at N Inswing shown s 2Oc m t4U I O 2 INTERIOR ry EXTERIOR 0. 15" MIN. MC - SINK Lj5' M.M SPACE 1. 1S' MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood frame Inswing shown MALE N.T.S. rnYc. BY. JK m DHK. BY: LFS 3 DRkWM NO.: FL- 15225.1-68 N 0sHEET 5 of 6 N INTERIOR 2-1/2" MIN. FROM 2-1/T MIN. FROM f MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 1 VERTICAL CROSS SECTION 6 Inswing configuration INTERIOR W EXTERIOR 16 2-1 /2 MIN. FROM 2-1 /2 MIN. FROM MASONRY EDGE MASONRY EDGE y TYP.) (TYP.) 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR p1l,&,A INTERIOR z 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 1 2 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR INTERIOR 2-1 /2 MIN. FROM 2-1 /2 MIN. FROM f MASONRY EDGE MASONRY EDGE — TYP.) (TYP.) 5 " VERTICAL CROSS SECTION 6 Outswing configuration J a e' n N V Az" `o q N INTERIOR EXTERIOR o E.z t N J V o$ n 7 Q o E 20 z a e a vi zoa 21 12 m W a a a 9`0 3 8 E U y J 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 00 fry 3 S VERTICAL CROSS SECTION b iW i o U EXTERIOR INTERIOR z n Z v 13 5 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE — TYP.) (TYP.) o 0z r6- VERTICAL CROSS SECTION VATS 2121112 6 Outsving configuration ScAM, N.T.S. owc. er: JK crew ar: LFS oawwwc ew.: FL- 15225.1-68 Sir 6 - 6 4/28/2017 FloridaBuiIding Code Online BCIS Home I Log In I User Registration 1 Hot Topics ! Submit surcharge i Stats & Facts Publications j F6C Staff BCIS-Site Map j Links I search Product Approval I USER; Public User Product Approval Menu > Produrtpr..Appjjra glongegrc > pp In irat4np,ltcs > Application Detail a r FL # FL3792-R8 r j Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 3 IComments Archived f Product Manufacturer Lomanco, Inc Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-651I acarter@lomanco, cam Authorized Signature Andrew Carter acarter@lomanco. com Technical Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco. com QUalfty Assurance Representative Andrew Carter Address/ Phone/Email 2101 West Main street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco. com l Category Roofing a Subcategory Roofing Accessorles that are an Integral Part of the Roofing System I Compllance Method Certification Mark or Listing Certification Agency Mlami-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Mlaml- Dada TAS 100 (A) Year 1995 1/ 3 4/28/2017 Florida Building Code Online Date Submitted 09/30/2015 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Date Revised 08/15/2016 i_uri rrma of Pro1'ucts PL# 'Model, Numberor Name Rescriptlon 3792.1 w 135 Roof LouverAluminum Roof Louver Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA ].1- Approved for use outside HVHZ; Yes 0602.02.pdf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1, Refer to applicable building codes for required Installation Instructions ventilation. 2, Model 135 Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602 02 odf Roof Vent shall be installed over composition shingles roofs Verified By: Mlaml-Dade BCCO - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be installed on roof mean heights greater than Evaluation Reports 33 feet. FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602, 02, odf Created by Independent Third Party: Yes 3792. 2 730 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In...HVHxQ Yes , FL3792 R8 C CAC Lomanco 700 Series - NOA 11-_ Approvedfor. use.outside HVHZ: Yes 0602.04.odf Impact. Res€stant: N/A Quality AssuranceContr'act.ExpirationDate. Design Pressure.- N/A ,. 08/16/20f6 - Other: 1. Refer to; applicable building codes for required-: Installation Instructions - ventiiation. 2, Lomanco's Model 730,750,770 Roof Louvers. FL3792 RB Ih Lomanco 700 Series - NOA 11-0602 04 odf shall comply with applicable .building code, 3, Wmanco's Verified i Miami -Dade BCCO - CER Model 730,750,770-Roof Louvers shall not be installed on -roof" By Created by Independent Third Party:. mean helghts greater than 33 feet, _ . _ Evaluation Reports FL3792 R8 :AE-Lomanco 700 Series = NOA'11-0602 04-odf Created. - by lodependenYThird Party: Yes 3792. 3 750 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZi Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.0f Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1, Refer to applicable building codes for required Installation Instructions ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 RB II Lomanco 700 Series - NOA 11-0602 04 odf shall comply with applicable building code. 3. Lomanco's Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 odf Created by Independent Third Party: Yes 3792. 4 E 770 Roof Louver Aluminum'Roof leUVer . Limits of.Use - Certification Agency Certificate Approved for -use In-HVHZ: Yes P0792 C CAC' Lo anco' 700 Serie - NOA It-, Approved for use outside HVHZ::Yes - 06om4;odf Impact Resistant: NjA. Quallty.Assulfande Contract Expiration Date Design Aressure::N/A 08%16/2016r Other: 1, Refer to applicable building codes far :required Instaliatioo:Instructions ventilation, 2,- Lomanco.'s_ Model 7301750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series- NOA 11-0602 04 odf shall: coinply with:applicable. buld[ng rude. "3. Lomanco.'.s ... Verified Byt::Miami -Dad e.8CC0 - CER Model 730,750,770 Roof Louvers shall not be installed on roof Created by Independent Third Party-... meanheightsgreater. than 33 feet, Evafua.tion Reports: FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 ndf Created 4y.Independent Third PaCCY: Yes . 3792. 5 770D Roof Louver Limits of Use Approved for use in. HVHZ-.Y.es Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Aluminum Roof Louver I Certification Agency Certificate FL3792 R8 C CAC NOA 15-0709,09,odf Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions FL3792 R8 II NOA 15-0709,09.rdf Verified By: Miami -Dade. BCCO - CER Created by Independent Third Party: Evaluation Reports httpsdlwww. floridebul Iding.org/pr/pr_app_dli,aspx?param=wGEVXWDgsFgPhXouzzOPGbaVjdil<Ek7oGQ6zyYnm k%3d 213 4/28/2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709 09 pdf Created by Independent Third Party: Yes - I i. Contact Us : ; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 - The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement ; Accessibility Statem n :: Refund Statement is under Florida law, emall addresses are public records. If you do not want your e-mall 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 mall. If you have any questions, please contact 950.497.1395. *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 emall address If they have one. The emalls provided may be used for official communication with the licensee. However emall 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 bzll,. _ Product ApprovalAceaptmi E Credit Card I Safe httpsJ/www,toridabuiiding.org(pr/pr_app dtl,aspx2param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk°/a3d 3/3 M IAMI.MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ioyreconomy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miarni-Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mianri-Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to pel£orm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; "Miami -Dade County Product Control Approved", unless otherwise rioted herein. - RENEWAL of this NOA shall be considered after.a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed. in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer .or its distributors and shall be available for. inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-083L07 and consists of pages 1. tluough 9. The submitted. documentation was reviewed by Gaspar J Rodriguez. M1AM1•DADE COUNTY - '•c, ," NOA No.. 16-0510.28 Expiration Date., 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Marti Dane couN Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS - Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attaclunent of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles.. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the.vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 11%4" from roof louver end and a minimum of 6." o.c. at the front and backside of louver vent parallel to the ridge, And with the first nail 1'/a" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 MIA MI-DADf COUNTY 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: System Type B: Cutout: Installation: Net Free Area: Model 750 Roof Louver Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 19" down from the ridge lineto keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between. the vent flange and the topside -of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomaneo's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750 M-S, 750-E, 770 Roof Louvers shall'not be installed on roof mean heights greater than 33 feet. 4. Lornanco's Model 730,7%750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code_ MFAMMADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: . 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 COUNTYID MOW Expiration Date: 08/16/21 Approval D ate: O6/3.0/16 Page 5 of 9 DETAIL B 750 SERIEs LOWERED Roor VENTW NOA No:: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6of9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOUVERED ROOF VENT DETAIL D Florida Building Code Online, BCrS Home- I Login 1 User Registration I Hot Topics I Submit Surcharge I Stats & Fac aProductOb'Approval USER: Public User Product Approval Menu > Pre+i c — Aopti -lion Sear h > Aeplication List > Application Detail FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance. Method 7 InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939. mtupas@interwrap.com Eduardo Lozano eloz6no@interwrEip.com Eduardo Lozano, 32923Mission Way Mission, NON -US 00000 . 778) 945-2891 elozano@ interwra p: co m Links. I Search Roofing Underlayments Evaluation Report from a, Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Ergineer or Architect Name who developed the Robert Nieminen, Evaluation Report, Florida License PE-59166 Quality Assurance Entity Intertek Testing. Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Ifnezevich, PE F/ 1 Validation Checklist - Hardcopy Received Certificate of Independence FL1.5_Z16 R2 COI 2 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http:/ hvww.loridabuil ding.orgiprlpr_, app_dtL:lspx?param=vGEV XQivtDgv3yV VYJZ1QRAdhy[2u8kQGQyljaHbV eiOp VSvxwSdCoQ%3d%3d[812412017'1.57:59-PM]----- Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SurnMa'ry,of Products 1507.23 1507.5.3 1507.8.3 1507.9:3 1507.9.5 T1507.8 Method 2Option B 04/ 28/2015 04/ 29/2015 05/ 04/2015 06/ 23/2015 FL'# I Model, Number ar Name Description` ° 15216. 1 RhinoRoof Underlayments I Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP-RHINOROOF EL15216- R2. odf ApprovedforuseoutsideHVHZ. Yes Impact Resistant. N/A Verified By: Robert Nieminen PE-59166- Design Pressure. N/A Created by Independent Third Party: Yes Other. See ER Section 5 for Limits of Use. Evaluation Reports EL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2. pdf Created by Independent Third Party: Yes_ Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: .850-.487 1824. The State 4f Florida is an AA]EEO employer. .,Copyright 2007-2013 State of Floridat.::, Privacy5tatement :r Accessibility Statement :: Refund statement Under Florida law,email addressesare public records. tf,you do not .want ' your e-mail address released In response to a public -records -request, do not send electronic mail toathis 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 provideAhe Department with an email address if they have one. The smalls provided maybe used for official communication with the licensee; However email addresses,are publu record. ;lf 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 determtne if you area licensee under Chapter 455, F.S., please dick htre.. - - - Product -Approval Accepts: Credit Card Safe htip:/ hv% env.floridabiiadiiig:orglpr/pr_app_dtl.aspx?pamm= vGEVXQwtDgv3yVVKJZ IQRAdhy]2ugkQCQyljaMV.eiOpVS.NxwSdCoQ%3d%3d[&24/201'7.1:57:59.PM] . . h, l I I ERD EVALUATION REPORT Interwrap, Inc'. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report. 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015` SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code. sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality. Assurancedocumentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance. documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in in entirety. INSPECTION: Upon request, a copyof this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the, job site at the request of the Building Official. This Evaluation Report consists of pages 1through 3. Prepared by: Robertl. M.. Nieminen, P.E. Florida Registration No. 59165, Florida DCA ANE1983 The, racslmile seal aIppear(ng was. authorized by Robert Nieminen, P. E. on.04/27f201, This doesnot serve- an.electronicalfy signed document. Signed, sealed hardcopies have been transmitted to the: Product Approval Administrator and to the named client CERWICATION OF INDEPENDENCE:. 1. Trinity) ERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity lERD is not owned,: operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have; nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous: versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 fp/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS°(TSTI509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be. producedin various other sizes. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S. 2 This Evaluation Report.is not for use in the HVHZ. 5. 3 Fire Classification is not part, of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this: product. 5. 4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically "referenced within FBC approval documents. If not listed, a request may be :made to the AH1 for approval based..onthis evaluation combined with supporting data for the prepared roof covering:, 5. 5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLET: ROOFCOVEROPTIONS Underlayment Asphalt Nail - On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes' No 5. 6 Exposure Limitations: 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATIONS 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the, requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 Certificote, of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal -cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The Use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap; Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions.. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only bepreliminarily attached pending attachment of the battens on the -same day, Battens shall not be "positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. A:3 Double Laver: 2::12 < Roof Slope< 4:12. End ( vertical) laps shall be minimum 12-inches and: side. (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet" over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDINGPERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product: 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 4. QUALITYASsURANCE ENTITY: Intertek Testing Services NA Inc:-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificote of Authorization #9503 FL15216-112 Revision 2: 04/27/2015 Page 3 of 3 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13. OXFORD, CT 06479 PHONE: (203);262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC:V2V-6E4 Date of Issuance: 02/17/2012, Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building. Code and Florida Building Code, Residential Volume. The products: described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted, herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced` Quality Assurance documentation changes, or provisions of the Code that relate: to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION; Upon request, a copy of this entire Evaluation Report shall be, provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site; at the request of the Building Official. This Evaluation Report consists of pages through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 Thefacsimile seal: appearing was. authorized by Robert Nieminen,: P.E. on 114/27/2615. This does not serve: as an electronically signed document Signed;sealed-hardcopies. have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE:. 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributingproductsit evaluates. 2. Trinityl ERD is not owned, operated, or controlled by any company manufacturing or distributing products it evaluates 3. Robert Nieminen, P.E: does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert, Nieminen, P.E. does not have, nor will acquire, a, financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way; the Designer of Record.forany project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRIi 17y ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss'on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 100539395CIOQ-006 10/27/2011 ITS (TST1509) Physical Properties 10CS39395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395000-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/eras used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supportingdata for the prepared roof covering. 5. 5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5. 6 Exposure Limitations; 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation., 6 INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published iinstallation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 1 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 t , TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application.. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure <_ 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days; corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBCHVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single. Laver; Roof Slope >4:12: End (vertical) laps. shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches: Refer to interweap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the,surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily, attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2 12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inchesand.side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in orderto properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered' under Rule 61G20-3 QA-requirements. P. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 ND OF EVALUATION REPORT - Exterior Research and Design;LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization g9503 FL15216=112 Revision 2: 04/27/2015 Page 3 of 4/28/2017 Florida Buildng Code Online BGIS Home ;, Log In ! User Registration Hot Topics i Submit Surcharge Slats & Far B i om Product Approval USE0.: Public User Pr&uct Approval Menu > Product or Aonlintibn SP. Lcb > Application Ll st > Application Detail F FL # F15444-RIO s to ? Application Type Revision Code Version 2014 1 } Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d,harner@saint-gobain.com Authorized Signature Mark Harder mark. d. harner@saint-gobain.com Technical Representative Mark D, Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida license PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE o" Validation Checklist - Hardcopy Received Certificate of Independence FL5444 RIO COI 2016 01 COI Nleminen,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code Search https://www.floridabui I di ng.orglpripr_app_Otl.aspx?param=wGEVXQwtDgtahl gO7CSsoycOri28CcpCJinU eXw7i bKvl UzOW 4hL8w%3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method i Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 iumma of Products - ry -- FL # Model, Number or Name Description 5444,1 CertamTeed Asphalt Roofing 3-tab, 4—tab, strip (no -cut-outs), Laminated and architectural Shingles ___-- ---- ---- asphalt roof_shingles u--—^------- ,— Limits of Use ! Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Approved for use outside HVHZ: Yes Shingle FL5444-R10,I)df Impact Resistant: N/A j Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use i Evaluation Reports i FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shinale FL5444-R10:Ddf i Created by independent Third Party: Yes Contact Us :: 2601 Blair.Stone. Road, Tallahassee. FL 32399 Phone: SSG-487-1824 The State of Florida Is. an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement Accessibiliv Statement c: Refund Statement Under Florida law, email addresses are public,records. If you do not want your e-mail address released In response to"aspublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It 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 emalls provided may 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 availableto the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ED a RH Crodit Card Safe https:// www.floridabuilding.orglpr/pr ppp_ U.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCJinUeXwTibKvlUzOW4hL8w%3d%3d 212 r TRINITY! ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certficote of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.0 411 FL5444-R10 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida. Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen; P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in advertising literature.. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the ProductApproval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not;owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityi ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and 5th Edition 2014) Florida. Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is'subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1S07.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2604 UL (TST 1740) ASTM 03161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/200S UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740), ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010, UL (TST 1740) ASTIVID7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 47873803S7 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate oJAuthoriz6tion99503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY E ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'"' 25, XT" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont`", Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, LandmarkT" Premium, Landmark'" TL, Landmark'" Solaris and LandmarkTM' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake", Presidential ShakeT" IR, Presidential Shake TL'" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatteraSW, Highland SlateT" and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow RidgeT", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: SA This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this. product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to, meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge; Cedar Crest, NorthGate. Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161,.Class F. All except NorthGate Ridge and NorthGate Accessory require use.of BASF Sonolastic NP 1 adhesive or Henkel PLI Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d =150 mph (V It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Rll Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRI'NITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope' directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 I d20n XT' 25, XT'"' 30, XT` 30111 LOW ,AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 nxnj (303 man) -(305 mm)-} 25 mm) — Sealantlant t" (25rmm} { 5 c/a" (145 min) 1 1 y2 `!or A6nwodPlant .. METRIC I 13ys" + 13?/a" 13Vs" - 1"(25mm) Sealant 1"(25mm} Z— -- 6 r16„ T Figure 11-3: Usefournallsfor.ewiyfudlsLingie, STEEP SLOPE Use four nails and six spots of asphalt rooting cement* for every full shingle (Figura 11-4.). XThalt roofing cement meeting ASTht D4586 Type'il is suggested. I Hoofing Cement Apply 1" (25 man) spots of asphalt roofing cement under each tab corner. Figure,114, Use four nails anal six spat ofaspW1 wi imt bn'sleep slopes: CAUTION: Excessive use of roofing cement can cause shingles. to blister. 6.4.1 Hip & Ridge for C1720T° , XT'"' 25, XTIm 30, XT' 301R: Cut Shingles 2" (50 ni n) Remove If l li 11 I _.5 12' (30OilnTl gtf c>th 5}ems ml Cap Cap Cap 305n1m Shingle Shingle Shingle 1 rig shot+n Figure 11-24: -Gat tabu, then tuna back to make cap shin_gfesi L 45 of Now°oa p aa l. brgllsb dimensions shown). l Figure I1-25: lnstahWihan ofcaps along the Gips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPIL` adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research; and Design, U.C. Certificate of Authorization H9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-RIS FL5444-RIO Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 ARCAOiATM LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for even full shingle Incased its shoskm helnn-: ice— k• {25 mm1 1'IF nttal—• k:afl Lin:. i I + Na 1 Nail lhh I FrtrreLr: fir.ci.cnirilsfn•nccrnfrrlfsbin„lu. RINITY ERA Use SIX nails arld FAIR spits Of asphalt roofing cement for ever} full shingle. as shmeu hekn . ;apply asphalt ronfing cement .1"(2 inm) froth edge Of hingle. Asphalt ri,oriiig cen;col meeting .011 [) 4586 1'spc if is sug ested. F'(;mre,3: eke six Moils and four spots ofaspkrrlt roafing content on 4etp slopes, Hip & Ridge for Arcadia": Cedar Crest", Cedar Crest' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the'middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand-seaiing adhesive 14- 314" Dab of asphalt cement between --- 1,, shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page S of 12 P "Z TRIRIITY ! ERD 6.6 BELMONT`."' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use. SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement'" for every full located as shown below. Belmont shingle. Apply asphalt roofing celrient 1" (25mm) from edge of shingle. See below_ Asphalt roofing cement meetingp ' g 9 t25 rani I. ASTIO D4586 Type 11 is suggested. I' l''s arr. i72,7 runt rails ..I ` t'rt5 rranj // • t' 425 rzm'—+Inrvd. ; - f 5`il'(tnrsn) esta Z'C'mml 6.1 Hip & Ridge for Belmont` - 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17.18.• Shingle" Ridge. Exposure Remove tape from the right side and fasten SECOND Fasten the ie(t,side r RIGHT FIRST lis LEFT " Figure 17-19: Installation>ofShangfco Rk& shingles on hips and ridgec. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R11 erQficateof/luthoritation #9503 FBC NON-HVH2 EVALUATION. FL5444-R10 Revision 11: 12/09/2016 Page 6 of 12. 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE® _ LOW AND STEEP SLOPE STANDARD'SLOPE t se five nails for every full SlumJe. 1--125 mm) (25 nim) f 5/8 8 tie 16111ii) 228nJ ) f. F7grnr 17-1 t t 7h e. nnth Jnr ctry r0'r;rdiM aF,rsnr.4hnn file, Can -loge House )'bangle. or Cmtenaiul Slafa L yt a tlRI JITY I ERD l'se Seven nails mil three, Spots of :r phall roofing Cemew for every fill Brand "'i:uinr Sh:uiglc. Use Gve nails and Ihree'spnis of asplmlt roofing conew for ever full Carriage Ilor-se Shan'gle'irndCentenn(al Slate. Apply asphalt mofiiig,cemenl l" (25 mm) from axlge of sbiagle I'/gure17.5). Asphalt roofing cement nree(ing ASTN1 0458611pc II I's suggeslcd. 1(38 mm) 1--125 ram) _ (25 mm) 518" 8 .. 16 mm).1 (2ZOmnr) if mm) 125 Figure 174: When iwalling Grand-44rnor Chdugles onsleep.Jrgr3. nsr senen marls and 11 ee s/wIs ofarphidl raujing Cement. Hip & Ridge for Carriage House Shangle"' and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK'"",.LANDMARKr"`'IRJANDMARKTr" PRO, LANDM'ARKT"''P,REMIUM, LANDMARI(.',m. T.L;. LANDMARKrm SOLARIS, LANDMAR,Kra' SgLARISIR, NORTHGATE, :. LOW AND STANDARD SLOPE METRIC DIMENSIONS 1T' '14314., 12" mm)----(375 mm)-----(305 mm)- n i (25 mm) Release Tape 1 (25 mm) Nailea6l; Arrit LANDMARK TL NorthGate: 13r12" 13" 13'X 343 mm)---(330 mm)-- =-(343 mm)-j 1"(25 mm) V (25 min) Flgurr /34: C.w four nnits for imeiyfilll SM191g. NAB 12^ 14'V4'- 12' All" w- (105 mm) 375 mm). - r (335-mm) -r-1 1 r ( zs mom) T Nallrg b4r.,ts npe5 l rao I.( rcar rinaail Ire I' i25 Nailing araas for law and standard dopar(fmm 2:1210 2112) N III out?"min Upper ii. hwit Fhe9.lr3 Arit71 aboyo. Exterior Research and Design,LLC. Evaluation Report3532.09.05-R11 Certificate of Authorization p9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six. nails and four ipoLs of asphalt roofing cement for every full laminated shingle. 5etr helon; Asphalt roofing cement should meet r I'M D115,0 1y11c 11. ;tpply I" spots of asplullt roofing cement utide each comer and at :rlxnrl 12" to 13" hi from each c(Ne. METRIC DIMENSIONS 12"--I305mm) Nail Area j For steep'i I '_ 25 aim) I" nuti TRINITY i ERD1 LANDMARK TL 13th, ,13„ 1gt1p'_. 343 aim) (330 mail (343 aim) 1 "(25 rnm) 1 "(25 mm)--1 I I 25 aim) 'I — — NorthGate: Figure.13-5. USe. AV nails andfour spots of asphalt rwfingcemonton steep,slopes. 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and " 5tont}Naiifng" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'"" Landmark" IR Landmark" Pro Landmark'" Premium, Landmark" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 305 nail (250 m) 0/ 16' 415116' 050mm) I 050mm) (125mm) ( 125mm) Notch for Notch for Centering Centering 12' / 1311T f 7 305mrn) N tchesforAlgnmentto (337rrim) Notches for Alignment to 75/8, the Top Edge of the Previous the Top Edge of the Previous 196mm) Captor5'(125mri)Exposure (1 m) Captor55iN'(14imm)Exposure A L \----I _ English Dimension Metric Dimension Shadow Ridge" Shadow Ridge — Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 9 tr3 1 Cerf+11a PI.1G1 13 fhi` ` ( 3;iT lrlr-) \` Align these T Anichos t. top I -rswrlrlen3 ; i0 mn) ptrJitlllYe:iah^. , NorthGate Ridge TRINITY! ERD 13 1/8" o._..._-(333 min)..____.. 6 5/8'-°-8 5/6'.. 768 mm) 168 mm) Centering 13114' Notch l 337 MM) j Nign these notches to. toe 7 5/9" 194 nir edge of I Previous course. j NorthGate Accessory 3o51 2- mtn) Laying Notch l I' I ( II I Fignre 13-20: Use laying nokhas to center shingles an hips and ridges, and to Iocdk the conwi eiposure. 6.8.1.2 For ASTM 03161, Class F performance use BASF "Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles: Exterior Research and Design, LLC Evaluation Report 3S32.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For tow and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing I.-- 40" Guidelines (1016 mrn) 5 1 133 mm) 14.1/4" 1 v2' anmm) 362 mrn) NOTE: Apply nails on painted guideline. Figure 16-6: Fastening Ptrsidenttnlarul Prezkkntial PL Shrike shingles on lau, and standard slopes. j TRINITYERD STEEP SLOPE. For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. after applying 5 nalls in between the nailing guide lines, apply 4 nails I" above lab cutouts making certain tabs of overlying shingle cover nails. i T 1' diadteterasphalt roiifing cement Figure le--7.- Fastening Presidential and PlrsldentlatT/LSrake shingles, on, steep slopes. 6. 9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'' IR, Presidential Shake TLTM , Presidential Solaris": 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used,for.covering hips and ridges. Apply shingles.up.to the ridge (expose no more (halt 7" from: the bottom edge of the "tooth." Fasten each accessory.'' with two.fas- teners. The fasteners"mustbe 13/4" long or'longeri so they'penetrate either 3/4" into the deck -or completely through the deck. Presidential accessory comes In t vo different sizes: Accessory prodiiced.in Birmingham,. AL is 1.2" x 12"; Portland,. OR produces 97/8" x t31/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic®' NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar CreStTM, Cedar Crest" IR hip and ridge shingles. 6. 10 HAERASr'" IOWi STANDARD AND STEEP SLOPE: f (Mrafn) I t2u nini)I ('Latlnn+) +C%9Alai) I Figure 15-3: Frp9er(ing llerfo+ns 01714 es nu. lair end.:SYnnr7nrrLVn/,Ps I,, or line and yandartI slopes, use Gre nails for each full ffauenu shingle ai shoal N o+c. 2; hiun)- ftl— r5. krmlrubq..nnrlrms,011iehl nu d4,ph.W1/r1 For - stwp dn(x>, tre Bid nails and eiglu spas of aipha t ranting ciimtiit for eachhi f ni ueNs'shiifele as shown above..\irplil I' jmm) dfurmer Pimps of rooffn;:ceamil (M7M D 4586'Ape`lf suf; esied) under(wh lab Comm i'ress ahinve into place; do not espnsc Cancun C, ltrrtm; roo m+Mli mnfinggcamou nfir caw shingles to bfisfcr. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Ril Certificate of Authorization #9503 FEiC NON•HVHZ EVALUATION FL5444-R10 Revision 11; 12/08/2016 Page 10 of 12 ft TI`1 ERp f 6;10.1 Hip & Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras F Figure 15-14: 18 t1wee piece knits separate to rnahe 54 Hatteras Accessory skingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9` 23.0. mm) I I I 203 460 rnmJ ( Cap CapCap Cap Shingle Shingle Shingle Shingly m Figure 15-20. Cut Hatteras shingles to r+lr & cover cap. Figure 15-21: Installation of caps along hips and ri( es: 6. 10.1.3 For ASTM D3.161,-Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATE*'", HIGHLAIVO SLATETM IR. LOW AND STANDARD SLOPE: STEEP SLOPE,. Use FR'6 nails and etclff spots of asphalt roofing.cement' for each; full Highland Si:de.shingle. For Mlami.11adc, SIX nails are retluireiL Apply t" dlamcter spots of asphalt rooting cementander each lab. corner. Asphalt roofing eeinent meeting ASTM D4586 Type it Is suggested: Ftguty I 7-J. Use FIVE natty for every Nigblond Sloto shingla e r as t ns nml s rr SIXrai" ,( " qufn 21a,m,) Six a{kro r'ab i•-75Rmt ..I _ . in a""A urercentu -• ada; ten snexnj Raof4tg Cement figure: 11-3et:.1/se AM,natts and aught+spots afaspbalt roofingiatuat. under eacb.tab corner. CAU71ON: Gxcesslve use of rooting cement can cause shingles' to blister. 6. 11.1 Hip & Ridge for Highland Slate T", Highland SlateTM IR: Refer to instructions herein for Cedar Crest'"', Cedar CrestT" IR or Shangie RidgeTI hip and ridge shingles. Exterior Research and Design, LLC: Evaluation Report 353209.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision It: 12/08/2016 Page 11 of 12 i ? f RII IITY ' ERA 6.12 PATRIOT*"": LOW AND STANDARD SLOPE STEEP SLOPE t+ [ 01 R n;ti.LS for everyI'tdl Shingle Itualeci as sho tt. b(lrnl Ise FtH2R nails And fiver slx is of asphalt roofing cclnenl for c"'err fill[ shingle as shoran heluxv.:lsph:dt i 1!Itg cenu'nl mcelingAM.\11)v RG Tg}x. I[ is su ;csted. hpply f'f'1i nuu) slats of asi a rocrliRg Sealant cement ;1s slioli'o. J CAU-1'10N fseessice use. of roofing, eenient can cause, sliinalo to hlisfer. 1;8` i tf' r=4 333,rsl 13'a-1) rrrii i l-'- — _ ' Hoofing, Cement V?ft:.i i33i;ma; bit" 6.12.1 Hip & Ridge for Patriot`": Refer to instructions herein for Cedar Crest'"', Cedar Crest`"" IR, Shadow RidgeT"" NorthGate or Shangle Ridge'm hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.611. 8. BUILDING PERMIT REQUIREMENTS:. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named. QA entity for information on which plants produce products, covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate o/Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ERD 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report3532.09.05-Ri1 FL5444-R10 Date of Issuance: 09/22/200S. Revision 11: 12/08/2016 SCOPE: This. Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein, DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.1.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced. Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall bedone in its entirety. INSPECTION; Upon request; a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seat appearing was authorized by Robert Nieminen; P. E. on 12/08/2016. This does rwt serve as an electronically slened document. Signed, sealed hardcppies" have been transmitted to the Product Approval Administrator and to the named. client CERTIFICATION OF INDEPENDENCE} 1. Trinity) ERD. does not have, nor does it intendto acquire be will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityj ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a`financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. Y TRINITY ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTe6d Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and Sth Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTMD3462 2009 1507: 2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1S07. 2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity Examination Reference Date UL ( TST 1740) ASTM D3161 94NK9632 05/15/1998 UL ( TST 1740) ASTM D3161 99NK26506 11/23/1999 UL ( TST 1740) ASTM D3161 03CA12702 65/27/2003 UL ( TST 1740) ASTM D3161 03CA12702 06/16/2003 UL ( TST 1740) ASTM D3161 03NK29847 10/03/2003 UL( TST 1740) ASTM D3161 04CA11329 05/24/2004 UL ( TST 1740) ASTNID3161 04CA32986 12/03/2004 UL ( TST 1740) ASTM D3161 05NKQ7049' 04/15/2005' UL ( TST 1740) ASTM D3161 05NK16778 05/12/2005 UL( TST '1740) ASTM D3161 05CA16778' 05/12/20OS- UL( TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL ( TST 1740) ASTM D3161 05NK22800 06/22/2005 UL( TST 1740) ASTM D3462 R684 09/21/2005 UL ( TST 1740) ASTM D7158 OSNK08037 0,6/28/2006 UL( TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL ( TST 1740) ASTM D3462' IOCA41303 10/07/2010 UL ( TST 1740) ASTM D3161 10CA41303 10/08/2010 UL ( TST 1740) ASTM D7158 10CA41303 10/27/2010 UL ( TST 1740)"" ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7159 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462' TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH,R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp; 07/03/2017 Exterior Research and Design, U.C. Evaluation Report 3532.0%05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/ 2016 Page 2 of 12 y f TR#N" ERa 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT` 25, XTT"' 30 and XT'M 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia", Belmont'", Carriage House ShangleO, Grand Manor Shangleo, Landmark'", Landmarkm IR, Landmark'" Pro, Landmark"" Premium, Landmark"" TL, Landmark"" Solarls and Landmark TM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles, 4.3 NorthGate'"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'"" IR, Presidential Shake TL` and Presidential SolarisT"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'""; Highland Slate'"' and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'` is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition: 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'', Shadow Ridge'"!, Cedar Crest'", Cedar Crest'" 1R, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae' resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen; P.E. are, in any way, the Designer of Record for any project.on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordancewithFBC Tables 1507.2.7.1 and R905.2 6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating; 5. 4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge; Shadow Ridge, Cedar Crest, NorthGate. Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Glass F. All except NorthGate Ridge.and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLOPolyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Va,d =150.mph (V„It = 194 mph). 5.4. 3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific -to each shingle. 5.4. 3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift. resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (e)<cept Presidential Solaris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vmd = 150 mph (V„it = 194 mph) for residential buildings- located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less' than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAut6oriiation # 9503 FBCNON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 3 of 12 df* TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21,units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20r'", XTT;m' ' XTr 130, XT`"' 30.IR , ENGLISH 12" 12" 12" 305 mm}— (305 rrm) 305nmj z i" (25 min Se last 1 ' 0 mm) 5 s1o"(145 nun) 5112 ponlJprngod METRIC 1311e"' 131/e' f 131/a" 1"(25 mm) Wlant 1" (25mm) j Etgtuo ll ,3 Use foul• hails for evoy full sbfn*.. STEEP SLOPE Use, four nalls,and six -spots of asphalt roofing cement* for every full_ shingle (Figure"11-4). Asphalt roofing cement meeting ASTilp45s& type It is suggested'. I - - Roo[igg Cement APpiy 1 (25 mar,) spots of asphalt roofing cement. under each tab cornet. Figure11=4: Usefournags mdsfxspotx:ofrxsfbW1,atineaton#&-psloJ,es CAUTIONExcessive use of roofing cement can cause shingles" to, blister: Hip & Ridge for CT20`" XTT"' 25, Xrm 30, XTI 30 IR: Cut Shingles l l. i 2"(5llnun)Remove A^ I ill 12" Cap Cap' Cap '305 rr Shingle Shingle, Shingle Kgura 11- 24.,Cut tabs, tben lrint b4 Wngltsb dintmisions poi mQ1l------ \ S I. I• nor Figure 11- 25: Installation of taps alangth+e hi/is and rill es. 6.4. 1.1 For ASTM D3161, Class F'performance use BASF "Sonolastic® NP17 "' adhesive or Henkel "PLI Polyurethane Roof &Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research: and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11: 12/08/1016 Page 4 of 12 6.S I ARCADIATm: LOW AND STANDARD SLOPE f.se:SIX nails for eve y full shingle loc;tted as shown Iwlolst V'all r it Lu;e I. Fibw a- (,'se si.e Traits for ervrr fill shin; Ala. w TRINITYRINITY ERD STEEP SLOPE UNe SA.'aidls and FOUR opuN of asphaltrooting cement for arat full siting leis .hone hclun .apple a5phah run[n,g, c6llent 1"(2; nun) from edge of shingle, _asphalt roofing cement meeting7iSTii'D 4586 1\, i)e li is. suggested, 6. 5.1 Hip & Ridge for Arcadia': Cedar Crest'm", Cedar Crest— IR t'- Lti,cm7-- 11 1 LLiCi O F'( ggn _i; ('3a Six fudh and f alf, syro(s of asptrrdt roa rug ecracut'anstetl) Slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment, into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "5onolasticO NPJT'?' adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch' from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand - sealing adhesive 14- 114" 3l4" —- (..— ... . 1" Dab of asphalt cerrienf between shil gle layers Exterior Research and Design,LLC, Evaluation Report 3532.09.05-R l Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 4 `Ti9ilIT` ERD 6.6 BELMONTt`". Low and Standard Slope: Steep Slope (greater than 2112): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle; asphalt roofing cement' for every full located as shown below. Belmont shingle. Apply asphalt roofing t cement V" (25mm) from edge « f shingle. L ; " ; t% • See below_ Asphalt roofing cement meeting ASTkI D4586 Type I l is suggested. 2iD md' Eic.J'i7g 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: Shanglel Ridge Nlgare 17-18: Shangle"' Ridge. Exposure Remove from the ri( Fasten the K left side RIGHT FIRST LEFT Figure 1749_ lflslallation of Shftrlglee 1,1 ga sblugfles on 11ps: and rldges: 6.6.1.3 For ASTM U3161, Class,F performance use BASF "Sonolastic® NP1'm" adhesive or Henkel "PLO Polyurethane. Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate olAuthorization #9SO3 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 s(TR.II IITY ERD 6.7 CARRIAGE HOUSE:5HANGLE® ANT) GRAND MANOR SHANGI E: LOW AND STEEP SLOPE STANDARD SLOPE l sc rive naib for every full Sli'glloe. to 1nm1 00 mm) Figure 17- t 19a f ltv nai14 fw ewr full Grn+id atana thtwgfe, arriage%lou a tihauglt n reute+uitiii'SGrle. Lsq seven nails :red three spots of asphalt roofing cement for every till Band Manor Shangle. ['see rive, souls and three spo m of asphalt tooling cement for every (till Carriage F(nase Shmncle and Centennial Slate. Applyaslthalt rooliin cenieai I" (Zi nun) front edge rif slilogle 17guitt 17•5). Asphalt roofing ceinent ineet[ng VSTX[ 0h15$6'lyju• It Is suggested. 1 • V or less 1fimm),iq Figitni 74- l['Leu iust(Whig;Grand:Ilnnr.-r,Chnugltis finshrp.doprd, mese. ccu nad.v and 11itwe s)wils rjarp( dt mtfLig Cement. 6. 7.1 Hip & Ridge for Carriage. House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LANOMARKT",'LANDMARKT"° IR, LANpMARKT"". PRl) LANDMARK'- PREMIUM, LANDMARK"" TL, LANDMAkrt SOLARIS, LANDMARK'"' SOLARIS`IRyNORTHGATE LOW AND STANDARD SLOPE METRIC DIMENSIONS 121, 143/4" 12" Nailabie Area LANDMARK TL NorthGate: 4/ 2" 13" 13r/2," 343 mm) --(330 mm)-- --(343 mm)—{ 1" ( 25 mm) 1''(25 inm) —I -- Figirre /. 14: Cw f rnrpails forrvrt3 f u/l sbiugle. A- p 1305 min) + .-- (375 mm) — + (305 Tni)' —I t' ( 25mmj t``ai[ rg Lim --is kippor.nalloo fl aver na l tee Na q areas tar low and itandard copes (ham 2:12 m 21:12) Nal9eYfYn uppitt la loner I<<•ieS as crgwi above. Exterior Research and Design, LLC. Evaluation Report3532.09.05-RSl Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 I{ i TRINITY! ERQ STEEP SLOPE Use six nails and four spots of asphalt roofing cement for evety bull LANDMARUL laminated.shingle. Seehelow: Asphalt roofing cement should meet STM D4586 1ipe. if. Apply I" spots of aspliah roofing cement nnde each corner andtut about 12' to 13" in from each edge. 13112'. 13" 131/2"—• 343 mn1) (330 cam) (343 mm) METRK DIMENSIONS 1I-+1 "(25 cant) 1,"(25 mm)-' I I 305 in) (315 min) (305 mm) I 1"-125mm) Roofing Cemenl 11 (25 cam) 1"f2j'on) t 1 i'(2Smm)_.1I-,.. I Release'rane I Nail Area For steep f i..yl h 25mm)(---- Rmlino CenlenI STEEP SLOPE NAILING AREA I Ftggre 13 5: Use six nal/s.andfo it spots of i'. aspbalt toofrrrg cen enton sleep slopes MITI; NorthGate: 12" 14 14" 12" Nailing areas for steep slopes (greater than 21:12) and "StornrNafling" Nail between lower 2 nail lines -as shown above. 6.8.1 Hip & Ridge for Landmark TM, Landmark' IR, Landmarks" Pro, Landmark" Premium, LandmarkTM' TL. Landmark' Solaris Landmark'"" Solaris IR NorthGate: 6.8.1.1 Option 1 Shadow Ridge'' or NothGate Accessory 12` 97/8" 305mm) (250mm) G r 6, 415/iG' 415/ili- i50mm) (iSOmm) ( 125mm) I 025mm) Notch for Notch for Centering Centering 12 305mm) Notches for Alignment to (332mm) Notches forAlignment to 5 the Top Edge of the Previous (180mm) the Top Edge of the Previous (t9om8m) Cap for 5 (125nvn) Exposure, Cap for55M' (141mm) BWure English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate of AutRorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 s 2z z' 4 1Sit6'(125 nuni 53 i in 1 Align th-is / nolzhris to top edtle of NorthGate Ridge i 1"RINITY HERD 13118" I (168 mm)l (168 mm)I Centering 7 5' 8' 131/4' Notch 134 rSt i) 337 mm Align tneso notches to top 7 5J8 edgeaf (T9Amm) prevlouscourse. { NorthGate Accessory 12" 305rn01) I Laying Notch l Ague /3-20: Use. layingnotcbes to center sbin&.on blps and, ridges, and to kcate the comet exposura 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest*" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report3532.09.05-Rll Certificate of Authorizatlon#9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6.9 t— LOW AND STANDARD SLOPE: For low and standard slopes; use five nails for each futl Presidential shingle as shown below. Nailing 1.---"- 40" Guide,Unas (101.6 MM) s va• —7— 133 M." 14 1/4" 1 11Y $H ninr) (362 min) NOTE: Apply nails on painted guideline. Figure 1, --6.; FasleningPresrrlenttal and Presidential T6 Shake dbinakcnn Inmrand.ctandardslnhat d TRINITY I ERD PRESIDENTIAL SHAKE TLT""";PRE f ' ENTIAL SOLARIS'": STEEP SLOPE: For steep slopes, use nine nails for each [tall Presidential shtngle-and apply'l" diameter spots of asphalt roofing cementunder eachshingie; tab. After applying 5 nails in between the nailing gulde fides; apply 4 nails 1' above lab cutoutslnaldng certain tabs of overlying shuigte cover nails 1 T 1' diarrietur'asphalt tooling cement Figure 16-7.• Fastening Presi kntlat and Presidential TIL Shake shingles on steep slopes; 6,9.1 Hip & Ridge for Presidential ShakeTM Presidential Shake"" IR, Presidential Shake TLM, Presidential Solarls-: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY` Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up.ao the,ridge (exTbse no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two. fas- teners..The fasteners must be 13/4" long or longer; so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,.AL is 12"" x-f2"; Pord.and, ok produces 074' x accessory 6.9.1.2 For ASTM D3161, Glass F performance use BASF "Sonolastic® NP11 "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 I " HATTERAST"a LOW, STANDARD AND STEEP SLOPE: frprrre iS >: 'F'mft airrg I/rrnirm• SLlrrgtreanm - Iorr and .Slernelanl Slopes. For lu%v apd sf:uuLutl slopes, lisp, fie nails for each fail IN(Wiry %tingle a slruawa-al)orc: I" Ii9 (ei-a^tljL', f qi f 15 iraseenir/; rixtnartFs/vuylra n,i a7rsp.Yri/. Mr iirtpslnne"; uu• five a;i;Is and rigla.cluas of asith'A roofaq cement for euh hilln•mcrts swogle ac Aroml above. Alltdy I' t151nn11 ilr,lninlrr gnxi of roofiug,rraten( (A7,,( 1) ii8B7ttx If ng e>rxcl) under tad; wi) courm Prts shtmg tauha libm;-d,i not esposr ceutoo. Ctll' r(i)fv:'fnn mucL rrxdurg cayor@ at" causeslwtglra at lifistei`, Exterior Research and Design, LLC. Evaluation Report 3532.09:05-Rll certificate Of Authorization k9503 FBC NON-HVHZ EVALUATION FL5444-RIO Revision 11 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14; 18 tbreepiece units separats to make 54 Hatteras Accesso yshin gtes. 6.10.1.2 Option 2: Cut Hatteras Shingles 6.10.1.3 6.11 6.11.1 TRINITY _ ERO I 1 460.ni goti 203 m) L- --- I - - asa m mm) .. , Cap Cap Cap Cap Shingle Shingle Shingle Shingle Cep Figure 15-26. cut Hatteras sblri& to make cower cap. Figure 15-21: installation of caps along hips and rigws. For ASTM D3161, Class F performance use BASF "Sonolasti& NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed'requirements, HIGHLANDSLATE ,HIGHLAhbSLAIE!"]R.'11,1, LOW AND STANDARD SLOPE: StEEP SLOPE: Use FIVE nails and EIQI1 epots of asphalt rooflng cement* for. each wti n ixso ) m` a aao full Highland, State shingle. for afian i, Jade SIX nails are required. Apply ' dianieor snots or asphalt roofing cement under each tab corner. Asphalt rroofing cementmceUng:AS rhllla,t36 Tyyc It is suggested: Figare1t-3 Us0Flfwnnt6tforeWy1/tsblandSlatersbtngte X+"a- ipakrequtifs Sntnsi{kron a is I. d-ranter. Ftgure.11- 3.4:; Ilse hT E nalh and etgbt spots of aspbait- roofing comenGunder eaeb W corner. CAUTION: Ucessive use of roofing eetuenI can cause shingles to blister. Hip & Ridge for Highland Slate^", Highland Slate" IR: Refer to instructions herein for Cedar Crest'"', Cedar Crest- IR or 5hangle RidgeT" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization # 9503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11: 12/0S/2016 Page 11 of 12 TRINITY ERD TM . .. ... 6.12 PATRIOT. LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nail~ for even: full slibigle looted as skims hclotl'. Saalxnl iFSfi m;Iy L_ Use POUR ri:dCs and four spb(s of asphalt roofing ce mcm for every IiiR shingle as shown below; ksphalt roofing_ Cement Incetinr a5r.M .L)4586 f)+pet 11» su4{estetL Apply 1'(25 nua) spois of asphidt roofing Conefil :Ls shol'i'll. CAL?110: Ewessive use of rooting c'euienl can cause shiu;les to blister. tt>a nq Y Roang Cemetn iVwi 6.12.1 Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest-, Cedar Crest'" IR, Shadow Ridge" NorthGate orShangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt'shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and. Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 4/28/2017 Florida Building Code Online BCIS Home ' Log In User Registration ' Hot Topics Submit Surcharge Slats S Facts Publications FBC Staff BCIS Site Map Links Search If ICIiI J'f'j Product Approvald,,c),pr USER: Public User Product Approval Menu > PLdt ct or Apgliration Search >. Appiica(lon Lis[ > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALClSO01 Evaluation Report 2014 FBC Q4 T4 Soffits odf Referenced Standard and. Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https:I/www.fioridabuilding,orglpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2flCXzYpyxA%3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 iummarx of Products FL # Model, Number or. Name — l Description 12194.1 Alumunum Coils Aluminum Soffit !Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC Q4 T4 Approved for use outside HVHZ: Yes i Soffits.pdf Impact Resistant: N/A 1 Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. I Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report2014 FBC Q4 T4 i Soffits.odf Created by Independent Third Party: Yes MM Contact Us :: 2601 Blair Stone Road, 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. Theemalis 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 emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approva l Accepts: M m E Credit Card Sate httpsJ/ www.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 2/2 Certificate of Authorization No. 29824REEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LL,C (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 843)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5:1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies-(TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the7 HVHZ. 2. Design wind toads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 41. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7: All products listed in this report shall be manufactured under a quality assurance program in compliance. with Rule 61G20-3. PRODUCT DESCRIPTIONS 3I8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I = ALUMINUM COILS, INCEESoffits TECHNICAL SERVICES, L,L.0 PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Raneis provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /limit for the 'full vent' configuration and 11.1 in211in.ft and for the 'center vent' configuration.. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 1panels provided in 12 inch sections, The reported net free ventilation areas are 12.5 in /lin,ft for the 'full vent' configuration and 4.2 in2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001. FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. E. TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tillIII#ir,,, FY R. P. P. .R% 2015.08.27 07:05:00o74021N STATE OF '•4J— 04f00f 0 •<cr. O R 1 p P ••`. Zachary R. Priest, P.E. Ss ••` Florida Registration No. 74021 111NA11 Organization No. ANE96411111111,6 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4-pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L EEJTECHNICALSERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the tables) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform toASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit— 16-inch o.c. Fastener Location 1f_ Fastener Location l ALClSO01 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L`CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener Lncatinn Location Location ALUMINUM COILS, INC Soffits A roved S stem Numbers:and Definitions 12F-# Approved Systems for 124nch Overhan with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 16-inchOverhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for244nch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12'-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 318-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F 1 16- inch Wd Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch 0072- inch dia. x min. 3116- f40. 0 24- inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 114-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F 2 16-inch Wood crown staples in diamond pattern Wood crown staplespaced8-inch o.c: 0.072- inch dia. x min. 1/4-inch 48 spaced 24- inch o.c. and. securing each panel lap head dia. trip nail spaced 48- 64.2 inch o. c. 12F-3 Max Masonry One ( 1) 14 ga. 5/8-inch long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072- inch dia. xmin. 1/4-inch 48 16-inch spaced 8-inch o.c. crown staplespaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically.addressed herein. rb fy . CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 314-inch long x 12J-1 Max' Wood staples in diamond long x 3l8 inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch ace connecting soffit to J-channel inch o.c. Approved Systems for 164ncKoverhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate PanelAttachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1) 14 ga. 518-inch long T nail Wood 1-inch leg staples spaced max. 0. 072-inch diameter finishing nail with min. 3116- 53.3 12- inch spaced max. 8-inch o.c 4-inch o.c. and securing each inch head spaced panel lap 12-Inch O.C. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max 0. 072-inch diameter 16F- 2 12-inch Wood . inch leg staples in diamond pattern Wood 4- inch o.c. and securing each finishing nail with min. 3116- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12- Inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One ( 1) min. 1 dia. 3f4- long OA72 inch dia. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x x min. 3/ 16-inch head dia. trifn nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 314-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown, staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 244nch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALCI5001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK a TECHNICAL SERVICES, LLC: ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang;.with F-Channel Wall Connection Eave Connection System Panel MV DP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 114-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T.nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8 inch o.c. inch.o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga:1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf): Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment, Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1). min. 1 3/4-inch 16J-1 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16 inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25_ Wood leg staples spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch ox. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 244nch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal.lx2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch.o.c. securing One (1) 18 ga1l4- inch One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1- 0. 072-inch diameter 801 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072 inch diameter 80J 24F-312-inch Masonry inch tong T nail rafter with one Wood spaced leg staplesspaced8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch n inch 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001 FL12194- R3 5of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One. (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) Wood leg staples spaced 8- finishing nail with min. 801-60 diamond, pattern inch x 7 ringx7d -ring One(1)min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o:o. shank nail x 0,072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c- One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 1'2-inch o.c. securing, One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 T6-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-inch head spaced 16-inch o.c, inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with. min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch-o.c. 1) 7d x 2.25- One (1)min. 1.75-inch inch.o,c. and securing 3/1 6-inch head. spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a CREEK S,a9 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved, Systems,for24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1 x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three (3) 18 ring shank nail strai ht-nailed throw hgg staples spaced 12-inch o.c: securing One (1) mchanchoredtoga.1/4-inch crown- the rafter into the end each panel lap One 1 18 a. %,- 9 diameterx0.072-inch diameter 24J-1 Max. rafter with one. x 1-inch leg of the. batten or two (2) Wood inch crown x 1-inch finishing nail with min. 6012-inch. 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-inch leg staples spaced 3/16-inch heads acedPinchx7dringpatternspaced16- ring shank nails. toe- g x 0.072-inch diameter 8-inch o.c. 12-inch O.C. shank nail inch O.c, nailed on either side of finishing nail with min. 24 inch.o.c. the batten at each 3116-inch head spaced battr 4-inch o.c intersecction. tion. Max. rafter spacing is 24- inch o.c. Nominal 1x2 No.2 SYP scabbed' between rafters with one (1) One ( 1) 18 ga.114-inch Nominal 1x2 min. 2.25-inch x 7d ring shank crown x 1-inch leg No. 2 SYP Three 3 18 through straiht-nailed throw h 9gstapless aced pOne (1) 18 ga.'/- One nch anchoredtoga.1/4-inch Crown the rafter into the end 12-inch o.c, securing each panel lap inch crown x 1-inch 72-inc diameter x0.0.inginch diameter 24J- 2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16-inch 1 min. 2.25- staples in diamond pmin. 2.25-inch x 7d One (1) min. 1.75-inch 8-inch o.c. and 3/ 16-inch heads aced Pinchx7dringpatternspaced16- Ppring shank nails toe- x 0.072-inch diameter securing each panel 16-inch O.C. shanknailinchO.C. nailed on either side of finishing nail with min. lap 24 inch o.c. the batten at each 3/16-inch head spaced batten/rafter 4-inch o.c. intersection. Max. rafter spacing is 24- inch c.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 1 TECHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a ALUMINUM COILS, INC Soffits Appendix B system and maximum design pressures limitations. System ,No. Installation Detail Min. ';al head die.. nail with snit.. e ns3aq .=.matS `r i.ocd. suL-at±; ats c>x min. n, 047" dia, T-nail cr.scut n...-. i^h min. si.&". engagementj=rr ccs+cr.et= oi-.elo.k eur„stLats`. r;•..x.? as ,rac:d FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL ti4cc °, Concruty or sl'?-Ck hall STAPLE SOFFIT TO FASCIA BOARD ##TSO 3/8" X 3/8"STAPLE 1.6" O:C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. S NAILS PER 1.2' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FCREEKTECHNICALSERVICES, LL-C System No. I Installation Detail 12 F-2 3/4" X 1/4" CROWN STAPLES USINGA DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLER WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER I " StE,°i `, .SOFFIT STAPLE DIAMOND PATTERN ti L ; DETAIL 1 " a` sTWas FACIA BOARD % CAP 3/ 4" X 1/4` CROWN FACIA BOARD STAPLE " 8" ON CENTER 1-3/4" TRIM NAIL 1 — 3/4" TRIM NAIL PAINTED S.S. PAINTED S:S. 48" FASCIA CAP O. C. 1/ 4" CROWN STAPLE SOFFIT- max. 12-J-ncil spate spaSOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I InstallationDetail OPEN, RAFTER 3/ 4" X 1/4" CROWN STAPLE -24" ON CENTER VSING A OVAtONO'PATTERN L J—CHANNEL 1-3/4' TRIM NAii 9F, 1e'n'ed to 90=_,`. 1,` t PAINTER S.S. :-5.':. 1i4a , 1 /: u . S ,1 8" heAd O.0 : d'. 13'T t'e'_ ucTe;Y.' 16" c:c. WOOD OR BLOCK SUBSTRATE SOFFIT- mt x. 12--inch =_;jar ALUMINUM COILS, INC Soffits Appendix B U s METWCEN , SOFFIT'. STAPLE t ; DIAMOND PATTERN FACIA BOARD 3ra _j ETNEEN j DETAIL STMIES t ASCIA GAP 3/ 4" X 1/4" CROWN 1- 3/6' TRIM NAIL FACIA BOARD STAPLE " 8" ON CENTER PAINTED S.S. FASCIA CAP 3/ s" x 1/4 CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 3 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1a 7 {" TRIM MAR. / jl —FASCIA BOARD i PAINTED S.S. f I € FASCIA CAP I {. SOFFIT I i Px} CROWN STAPLE. OPEN RAFTER. I FASCIA BOARD i IPA i.:E"-17di 16F-1 SOFFIT & FASCIA W 6F-5 DETAIL FASCIA CAP: REFER TO SOFFIT s FASCIA F" CHANNEL DETAIL i 1-.SOFFCT: MAX. 16•. i F SPAN MASONRY SUBSTRATE I` ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. irr CREEK TECHNICAL SERVICES, .LLC System No. Installation Detail Iiri. 318.":1-,a? d a nail ''.Uh min. 110 tr3 ae 9lP:fii1 C.{ Or Y::JG'VEi1 1n CC`.+. rir; by d-'_. a. T nail or s-uh• mail wiz. h min 5/8" nx bloc,, zpaced :as nc-.ed above. FASCIA SLIP BOARD FASCIA TRIM I SOFFIT ( OVERHANG WIDTH VARIES) 16F- 3 F" CHANNEL Wn_ d, uanctei::e Or Bloc1- 'r:a: STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE I 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 1'2' PIECE SOFFIT FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This, evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Rz CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r \ r sr " , SOFFIT STAPLE OPEN RAFTER , DIAMOND PATTERN F I3f4` x r/a' t DETA[LCROWNSTAPLESI TWEEN IUSINGADLAMONO1 _.. . — a LsvSTAPLESESes i PATTERN FACIA, BOARD \\ i r r FASCIA CAP 161=-4 fACtA BOARD 1 3/4' X 1/4" CROWNJS.S. 8" STAPLE ON CENTER 1-3/4" TRIM NAIL P F" CHANNEL CAN BE PAINTED- S.S. 48 FASCLA CAPINSTALLEDWfTHTHEOC NAILING FLANGE UP OR 3/4- X 1 /+- DOWN CROWN STAPLE SOFFIT —car.. _' _rch spar WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is -valid. This evaluation report does not express nor imply warranty, installation,. recommended use, or other product attributes that are not specifically addressed herein. FCREEKTECHNICALSERVICES. LLC ALUMINUM COILS, INC Soffits Appendix S System No. Installation Detail 11- TRIM NAIL I r( FASCIA BOARD PAINTED S.S. FASCIA CAP WMI f I i"CROWN STAPLE OPEN RAFTER i FASCIA BOARD 1'xj" CROWN STAPLES SOFFIT & FASCIA USING A DIAMDND PATTERN; REFER TO DETAIL 16F 2 & SOFFIT STAPLE 16'.F-6 DIAMOND PATTERN. DETAIL a_._... L_ ..._.... ",- FASCIA CAP; REFER TO SOFFIT 8 FASCIA J 1 DETAIL. g F" CHANNEL 111 3/8 t SOFFIT; MAX 16' i SPAN WDOD: SUBS TRA?E j SOFFIT STAPLE DIAMOND PATTERN FL12194-R3 7of12 This evaluation report is.provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKI f TECHNICAL SERVICES, LLC System No. I Installation Detail. 16J-1 44' X 1 /4" CROWN STAPLE '24` I CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 3/4` TRIM' NAIL PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch spur_ ALUMINUM COILS, INC Soffits 3/V,IETVM4 , SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 1t BETWEEN iI DETAIL APLsrarl.es f f r ASCIA CAP FA 3/4` X 1/4- CROWN FACIA BOARD STAPLE "B' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' .X 1/4" CROWN STAPLE SOFFIT SOFFIT Se FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ LCREE, K TECHNI"CAL SERVICES, LLCi ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I } TRIM NAIL f I FASCIA BOARD PAINTED S'S, I I-n` CROWN STAPLES., ` if---FASCIA CAP T. USINB SOFFI A,DIAMONO V 1 1! PATTERN: REFERJO \ II t"+r" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN t t TRIM NAIL FASCIA BOARDPAU47EDS.S. { SOFFIT & FASCIA DETAIL 2417-1 & 2417-4 i I-q" CROWN STAPLE ' FASCIA CAP; REFER r TO SOFFIT'&. FASCIA DUAIL B j Namirw 1'x2' SYP 3 8BatYenAvchoreEtoSOFFIT: MAX, 24" F-CHANNEL ' Rafters with one idS. R'tg Shag afte at _! I, Rafter / WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product, approval under Rule 61 G20-3; The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No, Installation. Detail I t TRIG{ NAIL t1 FASCIA BOARD PANTED S,S. i I-j- SMOOTH SyaNK i (1. —FASCIA CAP ROOF NAILS SOFFIT ( \ CROWN STAPLE I I i f' TRIM RAIL FASCIA BOARD PANTED, S5. SOFFIT & FASCIA 24F-2 DETAIL 24F-5 I 1't{' CROWR. S7APLE FASCIA CAP;REFER I To SOFFIT S FASCIA DETAIL Nominal Y"a2" SYP Bafteo Anchored to SOFFIT: MAX. 24" F-CHANNEL Raflers with. one -id Ring Shank Nail at elrety Batter NoOO SOBSTR,Ai'E lY ALC15001 FL12194-R3 Page10 of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICALSERVICES LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. r I. TRU7.NA;L ! J ! fASCIA BOARD Ss: j r y , I146A " T-NAILS I ! "+, ,i i^—FASCIA {AP I SOFFIT CROWN STAPLE TRG' 1 NAIL--- PAINTED SS: .FASCIA: BOARD SOFFIT & FASCIA 24F- 3 8 !u DETAIL 24F- 6 r4° CROWN STAPLE FASCIA CAP: REFER TO SOFFIT b FASCIA RETAIL Ncminat 1"z2"'SYP Batten Aathored to, SOFFIT, MAX._2L' F- CHANNEL Rafters -ith one 7d Ring Shank Nail, at trery Rafter HASONRY--' I t ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ CREEKI` TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail l i. }" TRIM NAIL , / FASCIA. BOARD PAWED S.S. 3 TAPLES ,- FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TD - 'CROWNSTAPLE SOFFIT STAPLE CANTILEVERED OIAt! ONO PATTERN RAFTER DVAIL FASCIA BOARD SOFFIT & FASCIA I i" TRIM NAIL PAINTED S.S, j DETAIL 24J- 1 & J 24J- 2 I I CROWN -STAPLE , FASCIA CAP; REFER \ TO. SOFFIT 8 FASCIA DETAIL 3., nhn battens I -CHANNEL sec. mtarh one t Ttl rngsNmbhe beveeafters and SOFFIT, MAX, IL' ` spank nett straight nape i I through the ratter mao the end / WOOD SUBSTRATE I of 'ng so batten il two e-nJac a \ - 1 ong shanA palSicenail6Coneither. sale of the. Patfem al the tba:iemafter mtersegtion. \ / I I; I SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK TechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK y TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind toads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions_ 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 1O-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the:analysis. 6. Wind directionality factor, Kd = 0.85 7. V.it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this "report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I 3. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C DesignWind' Pressuresjor Soffits, in Exposure B Building Type Zone. Mean _ Roof H,: ht ft SpeedBasicWindS m h 1 20 130.<., 140' 111 50 160 170 180 19.0 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 4.1.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 1 -50.8 56.6 62.7 50 24.1 28.2 32,8 37.6 42.8 48.3 54A 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 141 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 2T1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w' TECHNICAL SERVICES. LLC ALUMINUM COILS; INC Soffits Appendix C Design,Wind Pressures'foh,Soffits in Exposure G , Building Type- = Zone. Mean - Roof Hei ht ft_' Basic Wind Speed mph) N 120-. 130°" 140 1'S0 160. -:170 180; - 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41..9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56-3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72:9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 7T6 30 29.11 34.2 39.6 451.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48`.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38`.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39`4 45.7 52.5 59.7 67.4 75:5 84.2 93.2 20 13.9 16.3 1`8.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26:9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20:5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 19.7 1 22.9 1 26.3 29.9 33.7 L 37.8 42.1 46.7 60 1 17.4 20.5 1 23.7 1 27.2 31.0 3.5.0 1 39-2 1 43.7 48.4 ALC1.5001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation,, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind; Pressures ::for Soffits in Exposure D Building_ Type Zone" Mean Roof Hei ht ft Basic Wind S eed mph) 120 130 140 , . - 150: 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50,1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 592 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 1 -90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75,7 84.9 94.6 104;8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44:8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 ,, 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23`.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22A 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001 FL12194-R3 4of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturershall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which thisreport is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAt_,SERV10ES, L.LC 3/8" F-Channel 3/8" 318" J-Channel 3/4" — i 1/8 HEM 1 5/8" 1] i i 374" t L J 3/9" ISOMETRIC VIEW 3/6" 'PROFILE ISOMETP.Ir VIEW 3/0" PRO€iLE ALUMINUM COILS, INC Soffits. Appendix.D ALC15001 FLi2194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the durationfor which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributesthat are not specifically addressed herein. ACREEKTECHNICALSERVICES, LLC Fascia 3/4 7/81, 1l8" HEM" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. Themanufacturershall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" Q4 Soffit 18" BLANK 3 % 8 PROFILE REr. IGcc i cc o i Wi aac ygQ[_ mNFR PArmRN (E}! L0MJ25 FORMED, IN SAME DIREi.TON AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes_that are not specifically addressed herein. FCREEKTECHNICALSERVICES, LLC 12" T4 Soffit 5/16" 3U14 - 3 1/8" 7/8" 1 3 1/ 81, 1/2' 1/2" 112" 3/8" 25 TYP. 13.75" BLANK 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D U U E, 11 U F1 aa a 2A-It'll'IF111 I Mk F) RECrIGN AS R(55', END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancerance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No, 29824 17S20 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.a'luminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710..9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986' Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986' PRI Construction Materials Technologies. (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3: Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the. manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC,compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203,2.. 6. Field fastener withdrawal may be required by the AHJ for confirmation, of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum "load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.01E-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D"for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or duality assurance changes throughoutthe duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. s CREEK TECHNICAL_ SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS; INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-.14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 W/lin.ft for the `center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida: product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout theduration for which this, report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,, or other product attributes that are not specifically addressed herein. L(€CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. aY j i t t u 1111111 SriRp 2015.08.27LPG-CENS S 07:05.00No74021 STATE OF 441 04'00' i V A,< p R t Q P'•``•. Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2,) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not -express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i"ALCREEKTECHNICALSERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBG Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLAnortsection of this report for installation detail when the, information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project.. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALCI5001 a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o_c. Fastener Fastener Fastener Fastener Location Loc tion Location Location c. 16 04 Soffit —16-inch o.c. Fastener Fastener Location Location l FL12194-R3 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Ii k TECHNICAL SERVICES. LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Location l 1— Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S tems for 12-inch Overhang with F-Channel 12J-#" Approved Systems for l2-inch'Overlhan with-J-Channel 16F-# Approved Systems for 16-inch-Overhangrrwith, F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A. Approved Systems for 12-inch overhang with F-Channel Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (T).min. 318-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch diax min3/16- inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36- inch o:c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min; 1 3/4-inch long x 12F-2 16=inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch oc 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced'48- 48 64.2 spaced 24-incho.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inchdiaxmin. 1/4-inch 48 12F-3 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced $-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALCI5001 FL12194-R3 Page 2of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which; this report is valid. This evaluationreport does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKE,4 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection E'ave Connection System Panel MDP No. Width psf) Substrate F-Channel panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4 One (1) min. #8 x 1/2-inch One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples indiamond long x 318-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16- inch paIItem spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 16-irichoverhang With F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18ga. 114-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max: Masonry One (1)14ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3116- 53.3 12- inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch c.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Three ( 3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max. 0. 072-inch diameter 16F- 2 12-inch Wood inch leg gstaples in diamond pattern Wood 4- inch o.c. and securing each finishing nail with min. 3l16- 53.3 spaced 16-inch o.c. ganef lap inch head spaced 12- inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min, 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25. 6 inch o.c. C.C. spaced36- inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max: Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch.x 1/4-inch x 0072-inch dia. x min, 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with,F-Channel Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate F'-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1`) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 578-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced ,8-inch o.c. inch o.c, and securing each inch head spaced panel lap 16-inch o.c. One (1) 18'ga. 1/4-inch crown x One (1) min. 1-75-inch x Three (3) 18 ga:114-inch crown x 1- 1-inch leg staples spaced 4- 0072-inch diameter 16F-6 16-inch Wood g staples in diamond patterninchleg Wood inch o.c. and securing each finishing nail with min. 3/1$- 43.3 spaced 1s-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems;for 1.6-inch overhang with J-Channel Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 114-inch One (1) min. 1 3/4-inch Jong x 0.072-inch dia. x 23.5 16J-1 1$-inch. Wood crown staples in diamond pattern Wood crown Staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4 ..p CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems .for '24-inch overhang with F-Channel Wall Connection Center Connection Eave.Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga,1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3)18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in min. S Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern ininch x 7d ringdring One (1); min. 1.75-inch inch o.c. 3116-inch head spaced spaced 16-inch o_c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3J16-inch head spaced 4-inch o.c. One (1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. t/4- One ( 1) min. 1.75-inch x Max . inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-212-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced. 1) 7d x 2,25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0,072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1(4- One (1) min. 1.75-inch x Max. One (1) 1.4 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long Tnail rafter with one Wood leg staples spaced 8- finishing nail with. min. 76.6 spaced 8=inch o. c. 1) 7d x 2.25- One (1) min. 1.75-inch inch c.c. 3116- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o. c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 _ Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F.T CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC. Soffits Appendix A Approved Systems for 24=inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F=Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Aitachmenf One (118 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No. 2 SYP staples spaced Three, ( 3)'18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One. (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one. each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 4 16- inch Wood leg staples in min. 2.2$- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond. pattern n inh x 7d ring One ( 1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 1fi-inch o.c_ s shank nailx 0.072-inch diameter each panel lap 16-inch o.c. 24=incho: c. finishing nail with min.. 3116-inch head spaced 4-inch o.c. One (1) 18,ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1 5- No.2 SYP 12-inch o.c. securing One (1) 1$ ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x.1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafterwith one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingnailspaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 311.E-inch head spaced 16-inch o. c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o. c. One (1) 18 ga.114-inch crown x'1- inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x. Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced' 4-inch o. c. ALCI5001 12 Page 6'of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20;3. The manufacturer shall notify CREEK Technical Services, LLC of any product changesor quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed. herein. 5 L S CREEK TECHNICAL SEIRVtCEs, LL-G ALUMINUM COILS, INC Soffits Appendix A Approved. Systems for24Anch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment Attachment Attachment Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min.2.25-inch x7d crown x 1-inoh leg No.2 SYP Three.(3) 18 ring shank nail straight -nailed through ls astaPesPBed One ( 1) min. 1.75-inch anchored to ga:1/4-inch crown the rafter into the end 72-inch o.c. securing each panel lap One ( 1) 18 ga. Y<- x 0:072-inch diameter 24J- 1 Max. rafter with one x 1-inch leg of the batten, or two (2) Wood inch crown x 1-inch finishing nail with min. 60 12- inch 1) min. 225- staples in diamond min: 2.25-inch x 7d One {1) min: 1.75-inch leg staples spaced 3116-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails x 0.072-inch diameter 8-inch o.c. 12- inch o.c. Shank nail inch o.C, nailed on either side of finishing nail with min. 24= inch.o.c. the batten at each rafter bsect; 3/ 16-inch head spaced interect% o n. Max,M4-inch o.c. rafter spacing is 24- inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) ` One (1) 18 ga.1/4-inch Nominal 1x2 min. 225-inch x 7d ring shank nail crown x 14nch leg No. 2 SYP Three (3)18 straight- through ggstaples spaced One (1) 16 ga.'X- One (1) min. 1.75-inch anchoredtoga.1/4-inch crown the rafter into the end 12ih incho.c. securin 9 each panel lap inch crown x 1 -inch x 0.072-inch diameter 24J- 2 Max. rafter with one x 1-inch leg Of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16- inch. 1) min.-225- staples in diamond min. 2.25-inch x 7d One ( 1) min. 1.75-inch and 8-inch o.c and 3/ 16-inch heads aced inch x 7d ring pattern spaced 16 ring shank nails toe x 0.072-inch diameter securing each panel 16-inch o.c. shank nail inch O:C. nailed on either side of finishing nail with min. lap 24- inch o.c. the batten at each 3/16-inch head spaced batttenater4-inch o.c. intersection. Max. rafter spacing is 24- inch o.c. ALC15, 001 FL12194-R3 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLCof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. U u CREEK TECI-INICALISERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B' INSTALLATION Note Refer to the APPRO VED SrsTEMs section of thisreport for additional installation details of`a selected system and maximum design pressures limitations. m No. 12F- 1 & 12F- 3 Detail N in, 3/:*, r,cAddi a. nail wit I, min. .,. e:g. Pm.•nt;(s:_... •+ocw'... S%ik,ztzene! r mitt. 1. i;.5.711 r.3ia. T-.m l cast..ut nAil a,k1-.: VGratz _ pxc,:i as FASCIA 'SLIP BOARD ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD # T5'0 3/8" X 3/8" STAPLE 16" O. C. 1—P. AINT.ED S.S. 1 3/ 4" TRIM NAIL. MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194- R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1a1 ' CREEK TECHNICAL SERVICES, LLC 12F-2 No. I Installation Detail 3/4' X 1/4' _-- CROWN STAPLES USING- A DIAMOND PATTERN I F` CHANNEL CAN BE P _3/4" TRIM PAINTED S.S. INSTALLED WITH THE O.C. NAIUNG FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 31 s K ` SOFFIT STAPLE DIAMOND PATTERN 1 3/8' BETVEENJ DETAIL. j YTOPLES FACIA BOARD FASCIA CAP l 1 11 3/4" X 1/4" CROWN STAPLE "8" ON CENSER SOFFIT- rnas.. 12-:ch span 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of`Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. 141 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. installation Detail, OPEN RAFTER V NE `, SOFFIT STAPLE DIST DIAMOND PATTERN I DETAIFACIABOARDL311rSENIM / STAPUS 3/4" X 1/4" CROWN STAPLE '24- QN CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 gi 3/4" X 1/4" CROWN STAPLE "S"' ON CENTER 1-3/4" TRIM NAILI" FACIA BOARD 1-3/4" TRIM NAIL PAINTED S.S. cr ed 0 -soffitPAINTEDy SAS. i an ka s 48* O.C. FASCIA CAP X x1 8 bead diamete-r s,ctew, 3/4" X 1/4" 16" o_c. CROWN STAPLE SOFFr—niax. 1_r-I_^,ch Span SOFFIT WOOD OR BLOCK SOFFIT 8C FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLCof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail e 114T tsS; / FASCIA BOARD PAINifQ S.S. i FASCIA CAP SOFFITt i OPEN RAFTER CROWN STAPLE FASCIA BOARD i 4 Sa Da, ?-NZ 16F-1 SOFFIT & FASCIA 16F-5 , DETAIL FASCIA CAP; REFER 7 TO SOFFIT& FASCIA. OETAII. F"CHANNcL I i I. SOFFJT: MAX. 15" SPAN MASONRY- i SUBSTRATE ALG15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which -this Teport is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r-;' CREEK j TEC-HNI.CAL SERVICES, LLC No. I Installation Detail it .. 9- dia. T-na;.l .snub rsail uiLh min.. 5-j3" c;ncrHt.a or cln6c zuisnrats); srac.sd as nc:r_ed ah ve. ASCA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 1617-3 I \\—„ „ F CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8 STAPLE 16" O.C. LPAINTED S.S. - 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL. ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. N TECHNICAL SERVICES, LLC ALUMINUM COILS, INC. Soffits Appendix B System No. Installation Detail nBETWEEN `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4` x 1/4• rI D ETAI LCROWNSTAPLES , USING A, DIAMOND , are• 6ETVEEN/ STALES / PATTERN FACIA BOARD FASCIA CAP 16F-A 3/4- X 1/4" CROWN FACIA BOARD1-3%4' TRIM NAi1 8' STAPLE ON CENTER 1 -3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE, PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. X 1/4' NAILING FLANGE UP ORrCRDOYEN _ WN STAPLE SOFFIT -"pax. _5-_.tch sLaar? LWOODSOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. EM TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix. B System No. Installation. Detail I i 2` TRIM NAIL i. FASCIA BOARD PAINTED S,S. f i FASCIA CAP SOFFIT I -xi- CROWN STAPLE OPEN RAFTER i FASCIA BOARD 1"x=" CROWN STAPLES SOFFIT & FASCIA USR& A DIAMOND: DETAIL 16F-2 & PAT STAPLEERTO jSOFFIT 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO SOFFIT & FASCIA 3_ DETAIL g F' CHANNEL SOFFIT; MAX. IS- SPAN WOOD- SUBSTRATE I SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNLCAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAIL' PAINTED S:& 48 O.C. SOFFIT —max. IC -inch spar. WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN D ETAI L FACIA BOARD 1 jai S e[rvE¢q/ sratcs FASCIA CAP 3/4- X 1/4" CROWN4S.S, CIA BOARD STAPLE "a- ON CENTER 1 PFASGUi CAP X 1/4- WN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F,--,< 4 r 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail j T }" NDS.S. / i FASCIA BOARD PAINTED S 1- I , i APfASpA STAPLES SOFFIT ' US;N6 A DIAMOND PATTERN; REFER TO II 1'4" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 7 TRIM NAIL FASCIA BOARD PAINTED S.S. k SOFFIT & FASCIA 11' DETAIL 24F-1 & 24F 4 rah" CROWN STAPLE FASCIA CAP; REFER 1 TO SOFFIT 6 FASCIA DETAIL 3 \ I Nominal I X2- SYP 8 Batiren An-G- -- to SOFFIT; MAX. 2L" 3/6 f-CRAWNEL Rafters .1h one Td Riq Shaik Nail at WOOD SUBSTRATE i every Ratter I SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61:G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommendeduse, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System.No. Installation Detail NAZI. FASCIA BOARD1 PAINTPAwTED S.S. 1 - SMOOTH SHANK i I FASCIA CAP ROOF NAILS r1 SOFFIT i t"zt,•.CROWN STAPLE 1 1 1 L" TRIM NAIL, FASCIA BOARDSS,1PAINTEDS SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 17r1' CROWN STAPLE J FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominzt t"x2^ SYP Batten -Authored to SOFFIT.; MAX. 24" F-CHANNEL Rafters .4h one 1d Ring Shark Nail at Gvvy Rafter WOOD SUBSTRATE I ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 5 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail i {- TRIM NAIL , / FASCIA BOARD PAINTED S.S. i \ I ILBA T-NAILS I i, FASCIA CAP SOFFIT 1'c{' CROWN STAPLE t }" NAIL S. FASCIA BOARD. If SOFFIT & FASCIA 24F-3 & ' DETAIL PAINTED S.S. 24F-6 t'r;" FROWN STAPLE FASCIA CAP; REFER1 TO SDFFIT b FASCIA i OETAFL Nominal l'xr SYP Batten Anchored to F-CHANNEL .Rafters -ilh one id SOFFIT; MAX. 2L" RingShank Nan, at every Ratter MASONRY-" i i1 I ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SEPWICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t i TRIM NAIL j FASCIA eoaRO PAINTED S.S. I"ICROWN FASCIA CAP TAPLES USING A DIAMOND SOFFIT IL PATTERN: REFER TO CANTILEVERED t 1'4" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD SOFFIT-& FASCIA 1 TRIM NAIL PAINTED S.S. OETAIL 24J-1 $ 1`x4" CAOWN STAPLE r 24J-2 FASCIA CAP; REFER. TO SOFFIT It FASCIA DETAIL 3. No!Twa: t" a oat[en s L 00 sve annscedneen . ratters and SOFFIT; MAX, 24' 1- CHANNEL sectrre7 vim one 11170 fine shank tali mraighUnallea the , alter 4n:A the eno WOOD SUBSTRATE -I of Vi b ofViebe, nort tce( nale Iringshanknailstce•naned en either side of the oaCem a the ff oattem . ler int.1woon If i SOFFIT. STAPLE OIAMONO PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL_ SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V i, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft.shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194R3 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer.shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design, W ind ,Pressures for Soffits in Exposure B Building, Type Zone Mean Roof Hei ht ft Basic Wind Speed mph 120 130 140 150 160 170 180, . 190 200 20 16.9 19.8 22.9 26:3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20..8 24A 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 1 -42.8 48.3 54.1 60.3 60 25,3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 1 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 1 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15:4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27,1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 1 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 5$ CREEK TECHNICAL SERVICES, L-L-C ALUMINUM COILS, INC Sous Appendix C Design Wind Pressures-for,Soffits:in Uposure C Buildings Type Zone " Mean Roof Hei ht- ft . BasidVCiind Speed' m - h 120 . 130 149 150 160.-- 170 1;80 T90 200 , 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 3.0 23,6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5, 50.2 56.3 62.7 69.5. 50 26.2 30.8 35.7 41 A 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42:5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48 3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20:6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 1,6.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44,5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 17.7 20,6 216 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36. 1 40:2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1k1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n WindPressuresfor'Soffts in; Exposure . Building Type Zone Mears Roof Height ft Basic Wind, Speed m h 120 130. 140 1'60 ;.. 160' 170 . 180 1.90 200 20 26.0 30.5 35:4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 48.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 540 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37:7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 4.0.5 45.4 50.6 56.1 PositiveLoads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 540 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 1 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 3.5.9 40.5 45.4 1 50.6 56.1 ALC15001 FL12194-R3 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKiLVTECHNICALSEFZVICES, LLC 3/8" F-Channel 3/8" J-Channel 1/8" HEM 1 5/8" t I 3/ 14" 1 ALC15001 FL12194-R3 ISOMETRIC VIEW 3/B"'PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 Thisevaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ICREEKTECHNICALSERVICES, L.LC Fascia S 3/4" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKf. TECHNICAL SERVICES, LLC 16" Qa Soffit 0,125 18" BLANK 3 / 8 PROFILE 2:fi25 REF: 7 W. ac co ao o ao o Da-a10 WME IMWER PATTnN (F'L!f S^Al fl LOU&MS FORMED IN SAME DiRE4TON.AS 125). ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty; installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 5/16" f1/2" 1/2" 7/2" 1/2" 112" 314" 13.75" BLANK 3/8 PROFILE 2.625 REF. M rn. 25 TP. 0.125 TY?. ALUMINUM COILS, INC Soffits Appendix D 1acaa0110 oa a II E 1 OlA2'R PAi'fFRN (Fill SCAT F1 OUYERS FORME? IN SAME CIZEM;ON !S RIBS} END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/28(2017 Florida Building Code Online BCIS Home j Log In ! User Registration Hot Topics Submit. Surcharge j Stats & Facts ( Publications j FBC Staff BCIS Site Map I Links E Search b" rd, Product Approval USER: Public User Product Approval Menu > EC2&d 2r Al2IR ICationSearch > Anoliratlon JGiss > Application Detail . 1:- FL # FL13192-R4 Application Type Revision g kt< Code Version 2014 i Tom: Application Status Approved M a a s Comments h rTT' iu tt 1 Archived A' i y7 titY ii Product Manufacturer James Flardie Building Products, Inc. Address/Phone/ Email 26300 La Alameda Ste. 250 tug Mission Viejo, CA 92691 ti d ` Y F °A ^' It LLK 909) 349-2927 AFI {'LR' S p(ngshengshu@jameshardie. com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie. com Technical Representative Pingsheng Zhu Address/Phone/ Email 10901 Elm Ave. Fontana, CA 92337 909) 349- 2927 pingsheng.zhu@jameshardie. com Quality Assurance Representative Pingsheng Zhu Address/Phone/ Email 10901 Elm Ave.. Fontana, CA 92337 909) 349- 2927 pingsheng,zhu@jameshardie. com Category Panel Wails Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who 'developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc, Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P,E. 1 Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Equiv ASTM C1186 Equivalency Signed odf https://www. iloridabuilding.org/pr/pr app_dtl.aspx7pararn=wGEVXQwtDgtsk°/p2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 113 4/2812017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 unary of Products 1 Model, Number or Name. 1 Description . :. 13192.1 Cemplank Lap Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install In accordance with NOA 15- 0122.04. fiber -cement lap siding Installation Instructions FL13192 R4 lI ER RIO-2553-15 Plank metal wood odf FL13192 R4 II ER RIO-2557-15 Plank Shlnale CMU.Ddf FL13192 R4 11 ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 II Install CemPlank Sidingpdf FL13192 R4 I1 NOA 15-0122.04.ydf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-1 5 Plank metal wood,pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMtl.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber cement lap siding Limits of Use. Installation Instructions Approved for use in. HVHZ-,Yes j FL13192 R4 II ER RIO-2553-15 Plank metal wood odf Approved for use outside HVHZ: Yes FL• 13192' R4' II ER RIO-2557-15 Plank Shingle CMU.odf' Impact Resistant: N/A. FL13192 .R4 II ER RIO 2577-15 Plank to WSP .Sheafhing p Design Pressure: -N/A FL13192 'R4 .1I Install HardiePlankSldino,odf . Other:.For use.;in HVHZ install ,in accordance with NOA 15-: FL13192 R4 II: NOA:15-0122.04.0df 6122.04,` Verified By:;Intertek.;Testing Services NA Ltd. Created.by Independent.Third'Party:'No Evaluation'Reports FL13192 R4 AE ER.RIO-2553.15 Plank metal wood:odf FL13192 R4 AE ER R10-2557-15 Plank Shingle CMU odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing Ddf FL13192 R4 AE NOA 15-0122 04,pdf Created by Independent Third Party: Yes 13192.3 1 HardieShingle Individual 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: 13192.4 HardieShingle- Panel fiber -cement individual cladding shingles Installation Instructions FL13192 R4 11 ER RIO-2555-15 Shingle metal wood odf FL13192 R4 11 Install HardieShingle Sidina.odf Verified By Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shinale metal wood.Ddf Created by Independent Third Party: Yes fiber -cement' notched,,shingle panels (straight edge; staggered edge, half round edge) Installation Instructions FL13192 -R4- II Install HardieShinale Siding:odf Ve .IfIed By: Intertek Testing- Services. NA Ltd. - Created by IndependentThird.Party: No Evaluation Reports FL13192 R4 AE' ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 AE ER R10-2557-15 Plank Shin -ale CMU.odf' Created by Independent Third Party: Yes 13192.5 Prevall Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood odf https:l/www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 4/28/2017 Florida Building Code Online Approved for use outside. HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04, FL13192 R4 II ER RIO-2557-15 Plunk Shingle CMU Ddf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 II Install Prevail Lap Siding pdf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FLI.3192 R4 AE ER RIC-2553-15 Plank metal wood,pslf FL1.3192 R4 AE ER RIO-2557-15 Plank Shingle CMU odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601_Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright. 2007-201.3. State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 45S.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 madeavailable to the public. To determine If you are a licensee under Chapter 455, F.S.; please dick here . Product Approval Accepts: rtugcg Credit • Safe Qel, ciirit rM 1131'1+e81 https:!/www. floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtsk%o2bGnUu47ogzmaHRnHIID4CXwhKRgKDf7RfxWwZsbgA%g3d%3d 3/3 Florida Product Approval HardiePlank© Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-1.5. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. t ar vePlankil 19Lap Siding ejamesHardiiie EFFECTIVE SEPTEMBER 2013 INSTAI- LATION REQUIREMENTS PRIMED & COWRPLUS`"' PRODUCTS Visit for the mostrecentvorsion. SELECT CEDARMILL' • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT, FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES'HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE"" PRODUCT INSTRUCTIONS, INSTALLATION OF HZ100 PRODUCTS OUTSIDEAN 1000 LOCATION WILL VOID YOUR,WARRANTY TO DETERMINE WHICH HARDIEZONE" APPLIESTO YOUR LOCATION; VISIT WWW.HARDIEZONE,COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INST Store flat and keep dry and covered prior OUTDOORS INDOORS to installation. Installing siding wet or 1. Position crAting statioi so thatwirdwiil bbwdust avnyfrom user 1. Cut only using st:o a and snap, or shears (manual, electric or pneumatic). saturated may result in shrinkage hurl and others in works area 2. Position cutting station In well•ventilmed area Joints. Carry planks an edge, Protecct 2 Use one of the follcNmg rnotnodsr a. Best: I. Score and sierp t dges slid corners. from breakage. James IL Shear (manual, eloctrtl or prxatntalit NEVER use a power saw Indoors Hardir, is not responsible for damage b. Better: i. Dust reducing circular saw equipped with a NEVER use a circular saw bWe that does not carry tic HardioDade saw Wade tradanark caused by improper storage and handling Harrlieaiada° saw bLyJe and HE -PA vacuum exeractia) NEVER dry sweep— Use wad suppression or HGPA Vacuum of the product c. Gard: I. Dust ioduc.ing circular saw with aHardui lixfo, saw blado a v a s rely twr: hn' low to airldnratt: cutting) I t Important Note: For maaimma protection pwrest respirable dust prpdtction), James Ftudie recommends always t>sng'Best"-fecel cutting methods;where feasible. NIOSH- af:proted resplratois can be used In conjunction Wth above cutting practices to further reduce dust exposures. s; ) fi at vnw v,jtmash trdle,com to helpyou determine the moss appropriate cutting method for yvurjob requimments, if eo do no l canrAy with [lie citrus practices, you sl> riled abvays.mnsult a tµa!it art inrluaKdal hygienist or confect Janes Ha Additional exposure iri brnLati)n is available ncern still exists about exposure levels or you rdie for further information. GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements, Irregularities in,framing and sheathing can mirror through the finisiied application, Information on installing Jalnes Hardie products over foam can be located In JH Tech Bulletin 19 at www. )amehardie.coin A water - resistive barrier is required In accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapa Weather Barrier, a non -woven non -perforated housewrapn, which complies with building code requirements, When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first'l0'. Figure 1 Double watt Single Wall Do not use HardiePlank lap siding in fascia or trim applications, Construction Construction Do not install James Hardie products, such that they may remain in contact with standing water waled•-reslstiye barrier Idl-!n bracing HardiePlank lap siding may be installed on flat vertical wall applications only, plywood a 24" o.c.max. 0811 sheathing For largerprojects, including commercial and multi -family projects, where the span of the i wall is significant in length, the designer and/or architect should take into consideration the = _ coefficient of thermal expansion and moisture movement of the product in their design. T j These values can be found in tale Technical Bulletin "Expansion Characteristics of tt I James Hardie" Siding Products" at www,JamesHard!e,com, i ' f DO NOT use stain, oil/alkyd base paint, or powder coating on Jamos Hardie", Products. 1 INSTALLATION JOINTTREATMENT Figure 2 Nag tine (If nail One or more of the following joint treatment options title is art 41, are requiredbycode (as referenced 2009 IRC toil present place I R70:3. 3.2J Sn . fastener , A. Joint Flashing ( James Hardie recommended) between a/4" t"from top B. Caulking* CaLllkfn Is not recommended wet r 9 I g iptst ve " 1,, Nail 18" from of pfanW for ColorPlus foe aesthetic reasons as the ertpe of park Caulidng and ColoiPlus will weather f pill r , , . % n i ; r wator resistive differently. For thesamereason, flashing do not caulk nail heads on ; '.•' ' xX ba 1a Hadlezone"' ° \'°/ Colorl"lus products.) Ha deplaresidingc fasir ner G c C, " H° jointer eager > ia 2prialegapi'b"otween n, r, ,, IpstaH a 1 1/4" stanar Ship to Instal planks In L °c' ensure a consistent moderate contact atbul l joints planets and trim, Ihee caulk" , Note: Field palming over caulking may produce:a sheen difference when compared to the field painted PrimePlus. "Refer to Caulking section in these instructions. For additional informalion on HardieWrap6 WeafherBarrier, consult James I lardle at 1 866.4ftardle or vvwvrair'irdeewrap.com WARNING: AVOID BREATHING SILICA DUST dimes Hardie" products contain respirable crystalline silica, which Ic'known to the State of California to cause cancer and Is considered by [ARC and NIOSH to be a cause of cancer from nano occupational sources. Breathing excessive amounts of respirable silica dust can also cause adisabiing and potentially fatal lung disewe called silicosis, and has Wen linked wflh other diseases. Soma studies suggest sinokntgnrryinr,,rinerlhtse.ri5k9. Ourtnit'installntionorhrmdling:(1)work!notdrltxxareaswithamplevenlilalton;(9)usefiherce.rmmtshtnarslot,cidlinoor,whemnntfea Iblr uso,iiHrdieNtiou" sawblatte and dusl•reducing clicularsaw altached'to'a HEr A vacuum; (3) warn others In the iinitiedlale area; (A) wear a poporly-final, NIOSH-ttiiprtr ed dust mask or respirator (e.g. N 95) In accoufmce with applicable governrnentregulationsondmanufactuda Instructions tofurtherlindlrospirableslicaexposures. Duringclean-up;usaHEPAvauuunisorwetcleanupmethods- rovcrdrysweep. Foriurllnerineainialian,rcler to our installation instructions and Matorinl Saloty Data steel ayalaba.at wlww.iarieshatdle.com or by calling I.8B0-9HAROIE (1-800-942.7343). FAILURE To ADHERE 10 OUR WARNNG,, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. 3 HS1111B-P1/4 6113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall I Horizontal Flashing Kickout Flashing Slabs, Patti, Steps to Siding Figure 7 Deck to Wall Figure 12 Drip Edge IM 0PRO! #5111 Figure 8. Figure 9 Figure 1 0 Figure 11 Ground to Siding, Gutter to Siding Sheltered Areas Mortar/Masonry Figure Valley/Shingle Extension FASTENER REQUIREMENTS A-k Blind Nailing Is the preferred niethod of installation for Hard lePI inkO lip siding products. Face nailing should only be used where required by code for high wind areas and Must not be used in conjunction with Blind nailing (Please,see JH Tech bulletin 17 for exemption when doin0a repair), Pin -backed corners maybe done for aesthetic purposes Only. Pin -backs -shall be done with finish nails only, and are not a substitute for blind or face' flailing. BLIND NAILING FACE NAILING Nails -Wood Framing Nails - Wood Framing Siding nail (MT shank x 0.221 HD x 2" long) * 6d (0.113" shank x CAT HD x 2" long) 1 1ga. roofing nail (0.1 21"shank x 0.371 " HD x,1 .25" long) , Siding nail (0,09" shank x,0.221 " HD x 2" long) Screws - Steel Framing Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 11/4" long x 0,375" HD) Screws must Ribbed Buglo,whoad,or equivalent (No. 8.18 x 1-5/8" long x penetrate 3 threads Into metal training, 0,323" FID) Screws must penetrate 3 threads Into metal framing, Nails - Steel framing Nails- Steel Framing ET& F PanelfastF nails or equivalent (0.10" shank x 0.313" HD x 1.1/2" long) • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-112" long) Nails must penetrate rnIfIrnum 1/4" into metal framing, Nails inust penetrate nilnimuni 1/4" Into metal framing. OSB minimum 7116" OS6 minimum 7/16" 1 1ga. roofing nail (0.121" shank x 0.371" HD x 1.75 long) * Siding nail (0.09" shankx 0.221" HD x 1-1/2" long)* Ribbed Wafer -head or eqpIvalent'(No. 6 x 15/8" long x 0.375" HD). Slud 24' Mud I; Figure 15 Figure 16 O.C.=X Minimum overlap for Both Face and Blind Nailing Nail Line T ' B1111d Mill Th min. 1 114" ip 1 1/4' win, Overlap Water Reslsdve Barrier 1 24" — O.C. max, face nal 1 1/4" min, overlap water resislive barrier Laminate sheet to be removed Immediately after installation of each course for ColorPlus" products. When face nailing to OSB, planks must be no greater than 9 1/4" wide and fasteners must be 12" o.c. or less. Also sep Generatf`aslenlng Requirements; and when considering alternative fastening options refer to .lames Hardie's Technical Bulletin LIST5 17 - Fastening Tips for l-fardlePlanl-fardlePlank® Lap Siding. 1-1811119-1`214 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion rosistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends.the use of quality, hot -dipped galvanized nails, James Hardieis not, responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie" products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative- treated wood recommend spacer materials or other physical barriers to prevent direct contact of AGO or CA preservative -treated wood and aluminum products Fasteners used to attach HartieTrim Tabs to preservative treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC 11317.3 qr 20tO9 IBC 2304.9 5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specilied design wind loads.. NOTE Published wind loads may riot be applicable to all areas where Local Building Codes "have specific jurisdiction. Consult James Hardie.Technical Services if you. are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing, Fastenertleadsahouid fit snug against siding (no air space), (fig; A) Do not over -drive nail heads or drive nails at,an angle, If nail is countersunk„fill nail hole and add a nail, (fig. Bp For wood framing,, underdriveu_nails Should lie hit flush the plank with'a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member, The tables allowing dire_rt to OSB.or plywood should only be used;when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastoned with a pneumatic tool, Pneumaticfastening is highly recommended. Set air pressure so that the. fastener is driven snug with the surface of the siding. A flush mount attachment on file pneumatic tool is recommended. This will help control the depth the nail is_driven. ,If setting the nail depth proves difficult, choose a setting that Linder drives tile nail. (Drive under driven nails snug with a smooth faced harnmer - Does not apply for installation to steel framing). countersunk, 0fill & add mail snug flush a DO NOT DO NOT FigureA Figure B under drive nails staple PANTING DO NOT use stain, oil/alkyd base paint, or -powder coating on James Hardie'" Products. James Hardle"products mi-ist be painted within 180 days for primed product and 90 clays for unprimed, 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to,paihtitlanufacturefs specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or_prime all field cut edges, James Hardie touch-up kits are required to touch-up ColorPlus products, CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade INS, Class 25 or higher or a Latex Joint Sealaritcornplying wittl ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's writteninstructions. Note: OSI Quad as well as same other caulking manufacturers do not allow=tooling. COLORPLUSO TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@) CQIcrPIus0 products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the P,olorPluv Technology'touiih-up applicator, Touch-up should he used sparingly. if large areas require touch-up, replace the damaged area Mill new HardlePlank', lap sidingwith ColorPlus Technology; Laminate sheet must be removed immediately after installatinn of each course, Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus• product dealer. Treat all other non -factory cut edges using theColorPius Technology edge coaters, available front your CulerPhrs product dealer. Note: James Hardie does not warrant the usage of third party inuch•-up or paints" used as touch-up on James Hardie ColorPlus products. Problems with appearance orperformance arising from use. of third parry tench -up paints or paints used astouch-up thatarenot James Hardie touch-up willnot;be covered under the James Hardie CoiorPlus Limited Finish Warranty. PAINTING JAMES HARDIE°" SIDING AND TRIM PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, city, and free of any dust, dirt, or mildew Reprifning is normally not necessary 100%acrylic topcoats are, recommended OO:NOT use stain, oil/alkyd base paint, or powder coating on James Hardie`a:Products, Apply finish coat in accordance with paint Man ufaettrre, rs written instructions regarding coverage, application methods, and"applicat on temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-N14 6/13 COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANr LAP SIDING WIDTH SQ 5114 61A 7114, 7112 8 8114 9114 9112 12 1 SQ =100 sq,(Q exposure) 4 5 6 6114 6 314 7 8 8114 10.314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 126 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133. 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148. 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 260 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 no 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 11 425 34o 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 476 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as build Ing design. Janes Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance w 1h IMES Evaluation Report ESR-2290, HardlePIankO lap slding Is recognized as a;suilade alternate to that specified in; the 2006,2009,620121nternailonal Residential Code fa One - and Two Famlly DwellIngs, and The 2006, 2009 & 2012 International BuldingCode,. Hardie Plank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, Slate of Florida listing FL#889, Dade County, Florda NOANo. 024M.02, US. DepL of HUD Materials Release 1263c, TexasDeparfrnenl of Insurance Product Evaluation EC•23, City of New York MEA223.93•M, and Califorrda DSA PA-019. These documents shoukl atso he consulted for aclditlaml infoimation concerning the suitability of this productfor spDrif is applicaiiods. 02013James Hardie Building Products, All rights reserved, Additional Installation Information, TFd SM and O denote trademarks or registered trademarks of James Hardie Technology Llmited.C.9isaregfsteredtrademarkWarranties, and Warnings are available at fle of`James Hardie Technology Llmlled• www.jameshardie"Coln Jamesftru Panelfast is a registered trademark of ET&F Fastening Systems, Inc. HS11119- 04/4 65113 COUNTY „ wl MIAML-DARE COUNTY PRODUCT CONTROL, SECTION 11805,SW 26 Street, Room208 DEPARTMENT OF REGULATOR' AND ECONOPY11C RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADA NISTIUTION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wiyNv.niiariiidade.g2.v/ecgrl2iny Jaynes Hardie Building Product, Ine. 10901 Elnv Avenue ' Foutana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ), This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than, Miami Dade County) reserve the right to have this product or material tested for ,quality assurance' purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Hutricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL,PLK & SOFT, titled "HardiePanel, CemPanel, Prevail Panel; HardioPlank, CemPlank Prevail Lap Siding; HardieSoffit, CetnSoffit Panel; installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E,, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large attd Small Missile Impact Resistant LABELING: A pertnanent,label with the mamifacuiver's name or logo, Plant City, Florida, and, the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County .Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting tite performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in ;the materials, use, and/or'manufactuve of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising Literature, If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be avaitable for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-6122.04 M111MI•DADE COUNTY Bxpirntion Date: May 1,2417 Approval Date: April 9, 2615 03 /3 J IS P}lg L James Hardie Building Products, Iiie. NOTICE OF ACCEPTANCE: EVIDENCE ,SUBMITTED A. DRAWINGS "Strbn0fe(l under NOA # 13.031.1.07" 1. Drawing No, PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding, HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction' sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and scaled by Ronald I. Ogawa, P.E. B. TESTS "Submitted tinder NOA # 13-0311.07" 1. Test reports on Q Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and I-IardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 10D733361COQ; 004,' dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 05/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202,& 203 03/1`8/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and EconomicResources (RER) E. MATERIAL CERTIFICATIONS 1. None. F, STATEMENTS 1. Statement fetter of code conformance to the 5"' edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. 03 / 301,5 Carlos M._ Utrera, P:1 . PI' OdLiCt Cont•ol Exaininer NOA No. 15-0122.04 Expiratiou Date: lylay 1, 2017 Approval Date; April 9, 2015 1;- 1 WAIL D_Ij11 A VL+At L LENCl Stud spacing at 1IFo.c.. St I ! 1 to' I flies19 i B + E— l Nans Iat 16 f3. CAtyp.j w miriimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 iHardiePanel, Cempanel, Prevail Panel Siding l+ . Water - resistive barrier per Florida Building Code Section 1404- 2 5/ 81" thick/ 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 232 -3 2" X 4" S-P-F Wood Studs i he wan and soffit tames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A c JE Mick,/ 5 ply AP Arated w sheathing in danoe with Florida ldng Code Section 223 2tenresistive arrier per Florida olding Code ecion 14042 2' X 4 S-P-F Wood $ tads HardiePanei, S CTLQN B-B nP l, Prevaa Panel Siding MoDUCT DE SCRIt?710N HardiePaneW. CenpaneM, & PrevailD Panel Sidmg materials are nonasbestos fiber-cemert products tested in ac:cordance with ASTM C1186 Grade it, Type A`and meeting the requirements of the Florida Building Code: PANEL; DjMENSlONS Width Length Thickness 9, 10' 51-116" DESLGN PR; SSt RE.RATIPFC Installation Design Pressure Wood Studs 76 psf Impact Resistant — Planks installed over 5!8'' thick 15 ply APA rated plywood sheathing HARDIEPAAEt _ pEMPANEL, PRQtAEL PAN ELSIDING INS TAC3A tQtA — AILS AA irzslallation shall be done in conformance with this Notice of Acceptance, the manufacturer s installationrecommendations, and the applicable sections of the Florida Building Code Woodsledswhereliard:ePanet, Cempanel, Prevail Panel Siding will be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this td. OA N [ Note 1] 5/Er thick 1 S ply APA rated plywood sheathing shall be a'ttacnedto the studs in accordance with Florida Building Code Section 23223 ood sheathing supported ThesidingpanelsshagbeinstalledoverSIT, thick 15 ply APA rated plyw byaminimumof2"X4" S-P-F wood studs spaced a maximum of 16" O_C. Note2] The siding panel fastener shall be a 2' long, D.223" head diameter, D.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges andintermediatestuds; the fasteners shaft be driven through the 5W thick / 5 ply APA rated plywood sheathing into wood studs located at lir O,C_ Fastenersshallhaveaminimumedgedistanceof &8" and a mm inimuclearance°of2" from comers. HARDIEPANEL. CEMPAMEL, PREVAIL PANEL INSTALLA11ON DETAILS WOOD STUD CONSTRUCTION James Hardie Betiding Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909.356 6300 IIF_FF 571'-O Z vo r=Y ono. A97-ng34 A PNL PLKSCFF 1 Creator. I= Gonzales ] scAL=- t/2" =1r-a" I Date- 4124=13 Cladding Fastener Spacing per Floridaif j Building Code Section 2322.3 16.00in, IJFraming p6te.-UCr A>EED 71 Fastener Spacing per Florida I ; Sheathing p Ipg vra 15e FIarsAa $uzlding Code Section 2322.3 pe tso , "'Ot 2 I I•i ` Ala PRoduclCml[ai ] `'rlrll/ G .iE ra 0000ying wilb the £soriaa i Ha3dmS Cotes I{ , { j _ r+ - - ............ FSSIONA\\- FRA_.NUNG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O_C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3t/2" iSd COMMON NAILS PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALL SOFFrr FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATF{[NG NON41MAL 518" THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23=3 IM- 9L4mb* games Hardie Building Products, Inc. THE PANEL IS FASTENED WITH 2' LONG, 0.223" BEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION CA 92337 RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 S Fs° "+o DM No REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales IsavF 1" = r o" Date:4124/2013 SHEET 2 OF 12 WAL:L LEN1G H I Stud Spacing at 16" a,C. f BI i WALL iEIGHT a SEE PRQ1LL& DESC_RLP- EUi3 Hard, epaneND, CempaneM, a: Phevail!9 DETAILA Panel Siring materials are nonasbestos 5/ 8"thick 15 ply APA rated fiber -cement products tested in accordance with ASTM 01186 Grade It, i plywo°d sheathing fastened Type A and meeting the requirements of t ; to metal studs as described in Note t the: Florida Building Code. rc eomppyia c >F3arids F?ANIEL DLM1=1uSIQNS t3pi Co Water resistive barrier Florida Width Length Thickness D. per 4' g 9,10' 5115' 7lC Z Building Code i STATE i Section 14042 pQSjgN pjZE_SSiIF2l= f2A LING P" AX4,V,onao pe} i ' 4 a l© io ttt toga, 3-5/8" X 1»5/8" Installation Design Pressure Metal Studs -104 ps C- Stud s 7 HardiePanel, impact Resistant— panel installed over 5/8'thick l5 ply iS CtJ0j Cempanel, APA rated plywood sheathing Panels/ 8" Minimum Edge Distance Nails at 6" O.C.revail Nails ( typ') Siding pETA1L g Sheathing fastener, as t\ described in Note 1. o Flart+ rPanel fastener, as described in Note 2 HardiePanel®. Siding Water - resistive barrier per orBuilding Code Section Flida HAfZillE f_ iEl_CEMPAN— LPEZEVA(LPANEISIDlI 1GiNS ALLAf10NDE_T_AILS All installationshall be done in conformance with this Notice of Acceptance, the manufactxer•s installation recommendations, and the applicable sections of the Florida _Building Code. Metal studs where HardiePanel; . mpanet. Prevail Panel Siding'%Mll be installed shall be designed by an Engineer or Arclii per the Florida Building Code and the requirements of this N.O.A. Note 1] 5/ 8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter 1-1A" long bugle head screw The siding panels shall be installed over W tnic?c 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8X 1-5/8" Metal C-studs spaced a mwdmum of 16" O,C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-513" long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating _metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal stids located at 16" O.C. xFasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. thick 15 ply APA, rated L5/8" plywood sheathingfastenedto metal studs as described RP in Note 1. toga,3-5/8"' X1-5/8"MetalCstud 1 The wail and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Corte. 909356-6WC Fax 909427- 0634 Creator, E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCnON FSCIA A James Hardie Budding Products, _ Inc. 10901 Um Avenue Fontana, CA 92337 SCALE 1,2" = V- 0, PNL-PLK-SOFF 1 Date:4r24=13 sHa 7 3 OF 12 6.00in. 1 I I•I I.I I I 6.00in. lRODlJtT 8fi aye comp Yi¢t8 ws lS 26e F>z>e Lg Code oo f =-" t IT 8 Proaca Ccocma gAMI1 1C NOMINAL ZO GAUGE 3-518" X 1-5/8" STEEL STUDS 16 Q.C. FASTENED WITH M- WAFER HEADSCR;=INS (2 PER TOP AND BOTTOIt4 CONNECTION} THE WALL AND :SOFFIT FRAMES ARE: TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SIiEA? HIN9NOMINAL 518" THICK f 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.31V' HEAD DIAMETER X 1-114' LONG BUGLE HEAD SCREW CLADI)[NG THE PANEL IS FASTENED WITH NO. 8-18, 0.316' HEAD DIAMETER X 1-518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6° O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing I II t' ( Sheatfiing I I I•I - I I ,. 1I I; 1. I•I c ` I • I- I 121 1 STATE OF z ONM- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ,ARENOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) S JJ4 1@IIIHIJ lull CV G VloiPltw. DETAjt A .Sheathing fastener; as described in Note 1 Siding fastener, as described in Note 2 o wit6 Fhv de HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Cede Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened Jn accordant V4th Florida building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compfrani e With the Florida Building Code. gPF E PRODUCT IdESCRtPTIJN AJL A HardiePlank&, CempiankS, & PrevaiM Plank Lap Siding materials M` sir thick/ 5 plyAPA are nonasbestos fiber -cement productstested :in accordance with ratedplywoodASTMC1186GradeIl, Type A and St> eat tiing:m sbearhimeeting the requirements of the rSecfsonnwithFloridaBuildingCode_ FMda BwcGng Code 2327- 3 PAkEL D_WNSLO vdater- res tiva Width Length Thickness banter per Florida 59-1/2" 12' 5116" Building C_N e 5ecffarz 14042 DESIGN Pi2ESSLIFZERA'! 2" X 4" S-P-F Installation Design Pressure wood Studs Wood Studs -92 psf Lap Siding Impact Resrstant- Flanks installed over 5/8" thickl`5 ply C710 tall X 5116" APA rated plywood sheathing B'g thick starter strip MgL2DI PLAI±iK ct P a_Nr rrccy c 1+ n•_•• : --- cece -c AllinstallationshaIIbeBaneinaoriformancewiththrsNoticeofAcpttance.-the manufacturer's installationrecommendations, and the applicable sections of the Florida Building Code_ Woodstudsvrt7eeHardePlank, Cemplank Prevail Lap Siding will be installed shall be designed by an EngineerorArchitecttsertheFloridaBuildingGodeandtherequirementsofthisN:O.A. Nateq 5/8" #hick / 5 ply APA rated plyv ood sheathing Shall be attached to the studs in accordance VA th Florida building Code Section 2322.3. Planksshallbeappliedhorizontallycommencingfrom the bottom COvrse of the wall with 1-SI4" wide lapsatthetopoftheplanksuchthattheexposureareaofeachplankis:5 8AXI vertically. Note21Thesidingfastenershallbea2-1Z long, 0.223" head diameter, 0.092" shank diameter, corrosion - resistant siding nail; The siding is fastened sc8-114" O.C. vertically and 1 sheathing, o izonta%r, asteersfasteners are driven into wood studs through 5/$" ttvck / 5 ply APA rated plywood are placed in the overlapping area approximately 314' from the bottom edge of the overlapping plank. Verticaljoints shall be placed over studs. Theplanksshallbeinstalledover518" thick 15 ply APA rated Plywood sheathing supported by a minimumof2"X4" S-P-F wood studs spaced a maximum of 16" O.C_ Fasteners shall have a minimum edge distance of 3M8 . lE HARD]EPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, £nc. 10901 Elm Avenue Fontana, CA923.37 Phone: 909-356-6300 SIZE FSCM NO DVVG NO PNIL- PLK-SOFF Fax 909-427-0634 A Creator. E. Gonzales scat=_ 112" = t'-0" Date: 4124/2013 SrrEE7 5 OF 12 Fastener Spacing per Florida--.J. Building Code Section 2322.3 16an_ Fastener Spacing per Florida { Building Code Section 2322-3 - 0:75sn r I sr r_RAMI9dG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFTL FRAMES ARE TO BE DESIGNED BY THE ARCHITEGT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5.18" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING PL.ANKS.OVERLAP I-1L4" THE E7(POSURE IS :58-1I4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0 223" HEAD DIAMETER, 0.092- SHANK DIAMETER, CORROSION RESISTANT. SIDING FAILS, -PLACED 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOt\ Cladding Framing I / Sheathing 15 Z No. _ 121 Bzp-a-s =CZ 4 STATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND FiS C`YrLOAB ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSC" N0 °"`G NO 'E Fax 909-427-0634 A PNL-PLK-SOFF I Creator. E Gonzales sCALF 1" = T-0" Date: 41242013 s+tTr 6 OF 12 1 WALL LENGT; SEE jI-aoucT U CLR Pr-QN Strd Spacing at 15` O.C_ DETAILA HardiePlankt9, CemplankO, and j thickJ5ph, A,A rated plywood Prevail® Plank Lap Siding materials aJe nonasbestos fiber -cement produce tested in accordance with r fastened ASTM C1186 Grade 11, Type A and to metal S 1'ds as described in Note 1 meeting the requirements of the i mm w ithi16F3oaide W atertesistive Florida Building Cade. WALL e l x 1 barrierper Florida PUNK DIMENSION$ i i o > l t F - _ MIGHT Buaing Code Width Length Thickness I Section 14042 5 9-1/2" 12' 5/16" 20ga 3- 518 X 9-S/S' DESIGN PRESSURE RATING tusY >ioc oociCoet9vl ! i I Metal C- Stud i ardiePlank. Installation Design Pressure Metal Studs - 92 s l l_ F.` i- --' = ij - ---_ W_— —"-- F Q s.ti.- _ C1T0„ Cemplank, Prevail Lap S7xUng psf Impact Resistant - Planks installed over 5/8" thick / 5 ply B = sS ONAL • G\ Edge Distance Nails at 16" C.C. (typ.) .. 3/4" Minimum 6-6 1-191, tall X 5116" thick starter strip APA rated plywood sheathing DEfAIL_A NARDTF IANK CEMPLANK pREYAtIiLgP.:StDiIVG WSFALLATIQN DETAILS Ail installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Fkrida Building Code. described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an PR"WC Engineer or Architect per the Florida Building Code and the requirements of this N.OA g owsol R VS& +be Fkcift Note 11518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel r A - Siding fastener, as edges and all intermediate supports using a No.&l8, 0.315' head crameterx 9-1/4" long bugle head screw Planks shag be applied horizontally commencing from the bottom course of the wall with 1-1W wide laps at i described inNote2j , tie top of the plank such that the exposure area of each plank is 5 8-114" vertically. 1 Gswaa Note 4The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-114' long' bugle head framing); The siding is screw over metalstuds (`or screw shalt have at least 3 full threads penetrating metal HardiePlank J fastened s 8-1/4" O.C. vertically and 16" O.C. horizontaliy; fasteners are dr ven into metal studs through 5/8" Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4• Prevail Lap Siding frcm the bottom edge of the overlapping plank 0 Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum A I I / Water -resistive 20ga, Nominal 3- 5/8" X 1-5/8" .Metal C-studs spaced a maximum of 16" Q.C. bawler r Florida Fasteners shall have a minimum edge distance of 3/8 . Building Code Section 1404.2 h HARDIEPLANK, CEMPIANY, PREVAIL LAP SIDING 518"thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Inc, d metal studs asdescribein10901ElmAvenue Note 1 s - Fontana, CA 92337 20ga, 3-5/3" X 1-518" Metal C-stud Phone- 909-355-5300 SIZE Fs 4'10 °'"'o NC RE" The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Bulding Code. Creator. E. Gonzales SCALE 1/2" = 1'-0' Date: 41242013 skeR 7 OF 12 6.00in. 6 00in. an co mpbricS wish ew Mocia a -Ming GO& Aamptmnox No /GSC/,• ate Trod F13AAflTNG NOMINAL 20 GAUGE 3-518" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 518" LONG RIBBED.BUGLE'HEAD SCREWS (2 PER TOP AND BOTTOMCONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCH ITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHE 6jNG NOMINAL 5/ 8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8- 18, 0.315" HEAD DIAMETER X 1-114' LONG BUGLE HEAD SCREW CLADDIM1IG PLA qKS OVERLAP 1-19' THE EXPOSURE IS s LLIX' r THE PLANKS ARE FASTENED WITH NO. 8-18 0.315- HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH S TUD LOCATION in. 1. ...-.- 6. 00in. 00 i- re, rlsFn ift Cc& - 1 No ICladdina Framing Sheathing UGGA 0. 121 TATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLAHK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL MID CONSTRUCTION James Hardie Building Products,.inc, 10901 Elm Avenue Fontana, CA 92337 FSCM NO M G NO A Fax 909- 427:2 3 A I PNL-PLK-SOFF I 1 Creaton E. Gonzales I SCALE 1" = V-0" Date. 424/2013 SHEET 8 OF 12 WALL LENGT}i Stud Spacing at 15' O.C. WALL ' 1EiGHT i j Li j i SEE DEfAILA 2" X 4" S-P-F wood Studs HardieS^ Cemsoffit LEI I-S_t:&E 11 I$B P OaUCT DESCE2IF?TIOAC HardieSofiitO & CemsoffitV materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFIT DiMEtdSIONS Width Length Thickness 4' a' 1/4" p $1GN PF $5 1 _JZATIbtG Installation Design Pressure Wood Studs -70 psf B t---' ( —n I PRODUC.-REVLSM Nails at 4" O.C_ (typ:)P; REVLSM M camplyi% Vrkh The Fbxida 3/8" Minimum Edge Distance w cmo tic Fl rkla 8urldi% Code 8 t ^ram„ rf a3 03 / Daft G 7 I D i~TAII~,A EM M=MYD3&Pr0da0Coetrnt 1 s' offit fastener, as escribed in Note 1 HardieSoffit, Cemsoffrt Minimum 2" X 4" S-P-F Wood Studs The wag and soffit frames are to be designed, by the Architect or Engineer of Record in compliance with the Florida Building Code. No- L3 _ STATE OF cam^ FL( RIO---- , l iiARD11~ SQEEiT Ci i1I1S0_F_F_JY PANEL., WTALLAJJ_O-N DEJ:I LS Y - Ali installation shall be done in conformance with this Notice of Acceptance, the manufacturer's hstatlaation recommendations, and the appricable sections of the Florida Building Code. Wood studs where HardieSofftt, Cemsofftwll be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of the N OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Mote 11 The soffit fastener shall be a Z long, 0.223" head diameter, 0.092"shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O_C_ at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" U.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIMFFiT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Fardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 faGM 1'M I DWG PNL PLK-NOSOFF 12"= v-0" 1 Date:424J2oi3 9OF12 REV w.uui i L—I i b,UW n. 1 Giaddng Framing' 4. OUT— lPRobverREvism O rcra>rvLsav - 44 IDGA1N — s conwayiMs Vfft >c Floods as coa*xlyixs •. dw Flw;& OI' . 1 i]4rrrtion D / n !' % - f Na1 21 Pantwe Ceara_ ` . 1 STATE OF 0- N"A FRAMING NOMINAL 2" X-4" S-P-F WOOD STUDS 16" O.C. FASTENED VAITH 3-1/2" 16d COIAMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION)- NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFrf FRAMES ARE TO BE DESIGNED BY THE ARC111TECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE - CLADDIAIG THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" FEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 10901 Elm Avenue v Fontana, CA 92337. Phone: 909-356-6300 SIZE FSCM NO Dvr rro REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator_ E. Gonzales SCALE 1"=1'— " Date: V24/2013 sx T 10 OF 12 WALL SEE Stud Spacing at 16` O.C. DEfA1LA NALL iEIGHT i REJAI l~A I Nails at 6" O.C. (typ•) 318" Minimum edge Distance P QDUGT BESCR1PT-LQU HardieSoffito & Cemsoffi* materials are nonasbestos iiber-cement products j tested in accordance with ASTM C1186 1 Grade 11, Type A and meeting the requirements of the Florida. Building Code. 20ga, 3-51VX 1-518" APEF_Iii]i-M9N_S_1QNS Metal Gstud Width Lerigth Thickness HardieSoffiG D_EStGN PRESSI7RE I2ATL Cemsoffd. Installation Design Pressure j Metal Studs -W f i rye f ..... ttotfrr - OG4 = SECTj1PN B-B PROL7UCi AE rrSED PRaDEJCT REVISEDffi caAplyiq l with the Flocift F o sTArFOF 4 --P* 01Y iARBIESaFF CCEMSOFFIT PANEL IN TALLAT_ION_DFTAILS rr All installation shall be done in conformance with this Notioe,cf , pian'S'f'F'S anufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener, as 0 Metal studs where HarcheSoffit, Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Arc 3tect per the Florida Building Code and the requirements of this N.O.A Y The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-51T Metal C-studs-spaced a maximum of 16" O.C. HardieSoffit, Cemsoffit [Note 11 The sofffftfastenershall be a minimum No. 8-18; 0.315"head diameter X 1-1/4' long` ribbed buele head screw (*or screw shall have at least 3 full threads penetrating metal framing),;e fasteners shall be spaced at 6" O.C. at panel edges and intermed3a!e studs; the fasteners shall be driven into metal studs located at16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance oft" from corners. 20ga, 35/8" X 1-51T Metal C-stad LMhe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Flodda:Building Code. Cladding Framing 6.00in. PRODUCr 1 s vna U3u s / too iiex ` lff flf fiiir. u By _ lasidcirofadi a A s °P-•t` 3FLORA fi FF StONP e FRAh N—Q NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O,C, FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAViiY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDITIG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD 11lFINSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMECERX 1-1/4' LONG CORROSION RESISTAINTRIBBED Inc. BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, FULi THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS Fontana, CA92337 Phone: 909-356-6300 sizE scra rro DWG No RE" Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales sal"E 1" = Y' 0" Date: a 2442b13 IS'E='T 12 OF 12 Florida Building Code Online Page 1 of 3 ba ?' 4 e / va` d4CRi4A;PA"71'A NYQ, a . ,... a ,xs u.`-k , =k xa o- «3`! ' ,. rir S x - .:..R mc• _ r " t - ftaftcW4 13CISHorne Lociln User Registration HotTofts SubmitSurcharge Stat5lkFacts Publications f FBCStaff BCISSiteMap Links Search 1 3usinesrofessiR'' I Approval User Regulation iene eEfitienRy, Rc ulate IaiiEy:Product ApProval Menu > Product cr AnplicaLlon Search 3FE1a;bF78 r -;. Application Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/ Ph one/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code i] MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a.Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received FLIS332 R2 COI FLCOI.odf Standard Year AAMA/WDMA/CSA 101/I,S,2/A440 2005 Vi] affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ON Yes 0No ON/A https: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEV XQwtDgtH8 572gvdWl... 8/31 /2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS FL15332 R2. COC FL15332-COMP.pdF Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FLIS332 R2 I1 08-00500C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R2 AE 510807B.ndf Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00496C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510605B.0 PRESSURE RATINGS Created by Independent Third Party: Yes 1S3323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 14S-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-02248A.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512968A.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-02249A.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN LI5332 R2 AE .512969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-02250A.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R2 lI 08-00499C.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party; Yes Evaluation Reports FL15332 R2 AE 510806B.pdf Created by Independent Third Parity: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD hops://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31 /2015 Florida Building Code Online Page 3 of 3 Limits of Use Instagation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00501C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party, Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510808B.Ddf PRESSURE RATINGS Created by Independent Third Party; Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00502C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberta Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510809B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R2 AE 5108ID13.ndf PRESSURE RATINGS Created by Independent Third Party; Yes Back Nett Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-481-1824 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 a -mall 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 emalls 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: 99 iChict Credi ['a !`• https://www.floridab-ailding.org/pr/pr_app dtl,aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONP.Y OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER O RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5, 5. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFE Y GLASS. 7. APPROVED EMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REG'ONS. B. SHIM AS REQUIRED AT EACH NSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/B" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. TOR ANCHORING INTO META:. STRUCTURE USE #10 SKIS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=O.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE l (OR GREATER). D. METAL STRUCTURE: STFEL 18GA, 33KSi OR ALUMINUM 6063—TS 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, YIP, P>X I TABLE OF CONTENTS SHEET N0.1 DESCRIPTION 1 1 NOTES 2 — 3 j ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS OESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATICN 12/10/13 R.'-. SIGNED: 12,11612013 MI WINDOWS AND DOORS 1001 W. CROSBYRDLLC CARROLLTON, TX 75006 J` VC,ENg411- 9cPG OP596" SERIES 420 SGD REINFORCED WITHOUT ADAPTER x SNOTES aOF s '<oR1DP - DRAWN: DNG NO. REV OB A 4ENNN S ONAt SCALE NTS ID-E s0EE24910/30/13 1 OF 10 I FE HE 6" MAX 96" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 16" 1AX AME IGHT fi" MAX 6" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE WITH 2-1132" SILL SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-2&6PSF NONE WITH 1-1/2"SILL SEE CHARTS #3 AND #4 FOR OTHER UNITS RATINGS CHART#1 WIDT2-1/32"SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. CFF AIr1TF 0 sSP;FFT i Design pressure chart (pso Frame Single Panel and Total Freme VMh (In) Weight 36.0 36.0 420 48.0 60.00 72.00 84.00 96.00 On) Pos Meg PCs Neg Pas Keg 84,0 40.0 58.4 40.0 45.7 40.0 42.0 88.0 40.0 55.2 M40.04a'D 40.0. 43.0 30.4 39. 920 40.0 52.4 40.0 40.6 37.1 37.1 38.4 38.4 1 35.0 36.0 CHART#2 WITH 2-1/32" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (peo Fram Sngle Panel and Total Framm Width in) Height 30.0 36.0 420 48A 6D,00 72.00 84.00 96.00 im) Pos Neg 5 Neg Pos Neg. Pas Nag 8A0 9 0.9 45,7 45.7 42.0 420 Me 0 46.0 43.0 43.0 39.4 39-4 92.0 Ut4 45A 40.6 40.637.1 37.1 96.0 43.1 43.1 38.4 4 35.0 35.0 REVISIONS DESCRIPTION GATE APPROvED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L CHART #3 WITH 1.1/2" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Ct=F AlnrT 0 CP. PT i Design pressure chart (pso Frarne Single Panel and Total Frane Wdth (in) 30.0 0&0 42.0 48.0 Height 60.00 7200 84.00 96.00 in) Pos Neff PCs Nag Pas Neg PCs Neff 84.0 25.0 47.8 25.0 41.7 25.0 37.4 25.0 34.4 - 88.0 25.0 45.2 25.0 19.3 25.0 35.2 25.0 322 92.0 25.0 42.9 25.0 37-2 25.0 332 25.0 30.3 96A 25A 40.7 25.0 35.3 25.0 31.4 25.0 28.5 CHART #4 WITH 7-1/2" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 CHART #5 pesign pressure chart (P4 Rame Single Panel and Total F-r-1Ndth in) Height 30.0 60.00 36.0 7200 42.0 84.00 48.0 96.00 Ih) Pos bag Pos Neg Pos Neg Pos Neg 84.0 47.8 47.8 41.7 413 . 27.4 37.4 34A 34.4 68.0 45.2 452 39.3 39.3 352 362 32.2 32.2 820 42.9 42.9 372 372 332. 33.2 90,3 3D.3 96.0 40.7 40.7 35,3 35.3 31.4 31.4. 28.6 28.6 Number ofanshor locations required Ram Single Panel and Total Frame VAMth On) Wight 300 30.0 42.0 46.0 60.0 1 72.0 84.0 96.0 in) H&S I Jamb I KLS I Jamb H8S I Jamb H&$ Jamb 84.0 4 6 5 6 6 6 5 5 Me 4 6 5 6 e 6 6 e 92A 4 6 5 6 6 6 5 5 98.0 4 6 5 6 6 6 6 6 MI WIND OWw. cRoND seY00DS LLC Lro i' CARROLLTON, TX 75006 ` • y GENS e-,per SERIES 420 SGD REINFORCED WITHOUT ADAPTER = *• 0 5 * 96" x ELEVATION TAT OFF •w DRAWN: DWG No. - REV %as . URW' 6cAI.E NTS oATE 08 sOELT 4s /,,7s(O! jlj41l1110/30/13 2 OF 10 c Iv FIR HE 96" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX I 5" MAX 6" MAX 6" AX aME CHT 5" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE WITH 2-1132" SILL SEE CHARTS #1 AND V SHEET 2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH 1-1,12" SILL SEE CHARTS #3AND #4 SHEET2 FOR OTHER UNITS RATINGS REVISIONS REV DRSCRIPl1014 GATE APPROVED A I ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L. CHART #6 Number ofancbor locations requl ed Frarce Single Panel and Total Un6 Width (in) 800 36.0 420 48.0 Height Cn) 60.0 720 84.0 96.0 H8S Jamb HdS Jamb H65 Jamb NSS Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 5 5 6 6 6 6 6 920 4 6 6 6 B 6 6 6 96.0 4 6 5 6 6 6 B 6 2 1/32- t 2 1/32" SILL ALUMINUM 6063-T5.055 THICK 5 3/8" 2" 1 1/2" SILL ALUMINUM 6063-T5.055 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION AWN: I DWG NO. R V.L. 4 08-02249 SCALE NTS °ATE 10/30/13 ISHEET3 OF 10 ILl09 0 js1QNALyE G\ 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS 1/4" MAX. SHIM 10 WOOD M SPACE roSCREW I I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I1 I L j INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLAR17Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN, ENT REVISDNS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 ! R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT 1 SHIM SPACE r_._— INTERIOR 1/2" MIN. EDGE DISTANCE n 10 WOOD SCREW a7 EXTE WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR PX BUCK INSTALLA TION BY OTHERS Ml WINDOWS AND DOORS LLC 4 1001 W. CROSBY RD CARROLLTON, TX 75006 GENSF•s oSERIES420SGDREINFORCEDWITHOUTADAPTER 96" x 95" FRAME INSTALLATION DETAILS 1TATEOF ;;UZ DRAWN: DWG NO. D8 sDEE249 REV A SCALE DATENTS 10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L TO BE SEC IN 3ED OF VULKEM 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS T- 7/8" Mll EDGE DISTA t 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLAi10N 12/10/13 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DWG N0. P V.L. 08-02249 SCALE NTS °ATE 10/3D/13 SR-5 OF 10 TAT 5EOF •hr I'iSIONAL. E G\\• I'll itI101 2 1 /2" MIN. EDGE DISTANCE A ADDED FIANCE AND FIN INSTALLATION 12/10/73 1 1/4" MIN. 4 'Qe . ' EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 9 J {{{ 1 MAX. a 1X BUCK TO BE SHIMIM SPACE 2 1/2• INTERIOR PROPERLY i MIN. ,^'' SECURED EDGE a SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON 3/16" TAPCON ° CONCRETE/MASONRY a BY OTHERS a.°• EXTERIOR INTERIOR v JD SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EXTERIOR 3/16" TAPCON SEE SHEET 3 JAMB INSTALLATION DETAIL MASONRY/ FOR SILL OPTIONS OP IIOB LPIX BUOYTO CONGRETE/MASONRYINSTALLATION CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 N.' ° ' 4' ._._.._.. NOTES: 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 4' EMBEDMENT NOT SHOWN FOR CLARITY. n - f 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCk BY OTHER 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR 11 il Ljj INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1 3/8" MIN. EDGE DISTANCE REVISIONS DESCRIPDDN DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. 1 /4" MAX. SHIM SPACEE,__, INTERIOR uII A 0 BE SET IN Ll OF VULKEM RUCTION ADHESIVE #10 WOOD WAL SCREWS SEE SHEET 3 FOR SILL OPTIONS MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS L EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWSW. ANDDOORS LLC 1001 CROD CARROLLTON, TX 75006 w•GENs 9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 98" x 96" sy{!A(afxfs std? FLANGE INSTALLATIONDETAILSy"`• TATE OF ' DRAWN: DWG NU. V.L. Os-02249 A fij7s''pNA`t oAT NTS10/30/13 0277 OF 10 REMSIONS ftEV DESCRIPTION DAiE APPROVED A ADDED FLANGE AND FIN INSTALLATION '12/10/l3 R.L. METAL 1/4" MAX. STRUCTURE r SHIM SPACE BY 07HERS +I 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING T SCREW 7/B" MIN INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET A BED OF VULK116 CONSTRUCTION ADM HESIVE #10 SMS OR OR EQUAL SELF DRILLING SCREWS 10 SMS OR SELF DRILLING METAL SCREW STRUCTURE SEE SHEET 3 BY OTHERS METAL FOR SILL OPTIONS EXTERIOR STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC `1luurul f 1001 W. CROSBY RQ Q J' [t. Lb4f,9 i CARROLLTON, TX 75006 Noyes SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1. INTERIOR AND EXTERIORFINISHES, BYOTHERS, NST L 96O NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS TAT 2. PERIMETER AND JOINT SEALANT 6Y OTHERS TORE oRawN: owc No. REV DESIGNED IN ACCORDANCE WITH ASTM E2112 oa'rE 08 s02249 A Ai SCALE1?\`\ NTS10/30/13 8 OF 10 1 RMIDNS 2 1/2- MIN- REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED FLANGE AND FEN INSTALLATION 12/F 0/l3 R.L. 1 1/4" MIN. EXTERIGRINTERIOR EMBEDMENT 1 1/4" MIN. CONCRETE/ . EMBEDMENT MASONRY1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4" MAX. 1X BUCK SHIM SPACE TO BE 2 1/2" " ` INTERIOR PROPERLY MIN. SECURED EDGESEENOTE3DISTANCE71 SHEET 1 3/16" TAPCON3/16" TAPCON CONCRETE/MASONRYBY OTHERS 101 o a SILL TO BE SET IN A BED OF VULKEM 116 ° CONSTRUCTION ADHESIVE EXTERIOR 3/16" TAPCON OR EQUAL SEE SHEET 3 JAMB INSTALLATION DETAIL FOR SILL. OPTIONS OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION CONCRETE TO BE PROPERLYCONCR BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES., 1 1/4° MIN. 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a` EMBEDMENT NOTSHOWN FOR CLARITY. a a 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE e a , a' I. • OESIGNEO IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION MI WINooWw. ANDLLC lLoYaODS CARROLLTON, TX 75006 y\C ENS . p` o,6j?5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" 9ST d a LFLANGEINSTALLATION DETAILS s10 , TAT OF yS` tV P&. 00D . VA- DRAWN: DWG NO. REV 08 A i,]ONALl%\\ SCALE NTS — 10/30/13 s`99OF 10 WOOD FRAMING 1/4" MAX BY OTHERS I SHIM SPACE INTERIOR n I u J 1 5/e" MIN. EDGE D1ST. 1 1/4"TRIM MIN. F-1 d 1 1/4" MIN. EMBEDMENT INTERIOR EMBEDMENT 1 MASONRY/CONCRETE j BY OTHERS B WOOD IX BUCK BY OTHERS, SCREW EXTERIORLl HOOK STRIP 1X BUCK TO BE 7/16" MIN PROPERLY SECURED EDGE DISTANCE 3/16" TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION HOOK STRIP INSTALLATION MASONRY/CONCRETE 1 1/4" MIN. EMBEDMENT METAL STRUCTURE 8 WOOD WOOD BY OTHERS SCREW FRAMING BY OTHERS INTERIOR TRIM TRIM MAX. 1 3/8" MIN. HIMSHIM SPACE EMBEDMENT INTERIOR EDGEIDISDISTANCE HOOK STRIP HOOK STRIP 10 WOOD #iD SELF DRILLING SCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING METAL STRUCTURE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W1774ASTM E2112 NOTES: THE ?RODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE iX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IV THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH :N'STALLATON ANCHOR WITH LOAD BEARING SH':M. SHIM WHERE SPACE OF 1/15" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INS-ALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. =OR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHI1'E A 1 1/4" MINIMUM EMBEDMENT IN70 SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INS?ALLAT!ON DETAILS. 2. FOR ANCHORING INTO METAL STRUCTURE USE 710 S.MS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.:NSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/B" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS REV'SIOy$ DESCRIPTION DATE AR, ROVED ADDED CHARTS 03/06/12 R.L. R:VISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SIGNED: 1210612013 MI WINooWw.cRose00oRS LLC 0,/ CARROLLTON, TX 75006 r•XG NSFQ,p% o * SERIES 430/440 XIX SGD 143" x 9 N REINFORCED NOTES d4Ao• TAT OF s • O}Z O DRAWN: D110 N0. REV FA 08 s00503 C cNTS DATE 02/23/09 1 OF 9 6" MAX 6" MAX 96" MAX FRAME HEIGHT 6" MAX 143" MAX FRAME WIDTH SERIES 4301440 XIX SGO EXTERIOR VIEW 6" MAX DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT 1:6477NG 40.OPSF NONE +25.01-28.8PSF NONE WITH21/32"SILL WITH i 12"SILL SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS SEE CHARTS #3 AND #4 FOR OTHER UNITS RATINGS 6 15/16" 2 1'32" 2 1/32" SfLL ALUMINUM 6063-T5.055 THICK CHART #1 WITH 21132"SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. CHART #3 WITH 1 12"SfLL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET i Design pressure chart (ps0 From Single Panel and Total Franc Width in) Height 30.0 3EO 420 47.7 n) 90.00 Pos Neg 108.00 Nag 126.00 143.00 Pas Neg40.0 60.0 os 57,9 40.0 48.088.0 40.0 60.0 54.5 TO 40.0 45.0 92.0 40.0 50.6 51.T 40.0 423 95.D 40.0 56,6 40.0 49.0 40.0 40.0 Design pressure chart (pad From Single Panel and Total From Mth (in) Height 30.0 36.0 42.0 47.7 In) 90.00i Pos Neg 108.00 Pos Neg 126.00 Pas Nag 143.00 Pos Neg 84.0 25.0 1 47.8 25.0 411 25.0 11.4 26.0 34.5 6.0 25,D 45,2 25.0 39.3 25.0 3.2 2.6 2. 92.0 25.0 1 42.9 1 25.0 1 372 25.0 33.2 25.0 30.5 96.0 25.0 40.7 25.0 353 25.0 31.4 25,0 28.8 CHART #2 CHART #4 W17H 2 1132" SILL WITH 1 112" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET i Design pressure char! (pso From Single Pant and To[at From Width (ink_ Height 0.6 36.0 42.0 47.7 kl) 90.00 Pas Neg 108.00 pus Neg 126.00 Pos Neg f4J.00 Pos Neg 84.0 60.0 0.0 57.9 57.9 52,0 52.0 40.0 48.0 86.0 60.0 60.0 54.6 54,6 48,9 48,9 45.0 45.0 92.0 59.6 59.6 51.7 51.7 48.1 48.1 42.3 42.3 96.0 56.6 56. 4.D 49.0 43.7 43,7 4D.0 40.0 CHART #5 Dea gin pressure chart (pso From Single Panel and Total Frame Wdth (in) Height J0.0 36.0 42.0 47.67 in) 90.OD f0a,0a f4J.00 Pos Neg Pos Neg Res Neg 84.D 47.8 47.8 41.7 41.7 1 34.5 88.0 452 452 39.3 39.3 4 31.428.8 32.4 92.0 42.9 42.9 372 3T2 5 30.5 96.0 40.7 40.7 35.3 35.3 8 28.8 Number of anchor lowti ons regw-d From Single Panel and Total From Width (in) Height 30.0 36.0 4.20 47.7 in) 90. 0JaHdS mb 1D8.0 HSS Jamb 126.0 H&S Jamb 143.0 HSS Jamb 84.0 8 6 7 6 8 6 9 8 88.0 8 6 7 6 8 e 9 6 92.0 8 e 7 8 8 B 9 8 96.0 6 6 T 6 8 6 9 6 MI WINDOWS AND DOORS LLC 1001 CTX CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 1 1/2" 143" x 96" REINFORCED ELEVATIONS DRAWN: DWG NO, 1 1/2" SILL F.A. 08-00503 ALUMINUM 6063-T5.055 THICK 30".E NTS IOATE 02/23/09 sHEET2 OF 9 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW I WODD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8° MIN. EMBEDMENT 1 3/8" MIN. 1/4" EMBEDMENT MAX. SHIM I SPACE 1/2" MIN. EDGE DISTANCE EXTERIOR II II II H II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X RUCK INSTALLATION NOTES: t INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW 3E SET IN VULKEM 116 TION ADHESIVE SHEET 2 SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS MIN. RENT 1 /4" MAX. SHIM SPACE REVISIONS DESCRPRON DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS PRAWN: Dwc nD. F.A. 08-00503 col NTS DAB 02/23/09 SH F OF 9 E M SF;'9iP y_ 0 , TATE OF F<0RIOP ` c '1/ss/ aGe METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. I SHIM SPACE i 7/8" MIN. EDGE DISTANCE INTERIOR BI OR RLLING --- :w EXTERIOR II II I I II II INTERIOR #10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESNE 10 SMS OR OR EQUAL METAL - SELF DRILLING (( STRUCTURE SCREW II 6 11 n n FSEE SHEET 2 OR SILL OPTIONS BY OTHERS I METAL STRUCTURE BY OTHERS VERTICAL CROSS SEC77ON METAL STRUCTURE INSTALLATION NOTES_ 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV I DESCRIPTION DATE APPROVED A ADDED CHARTS 03/D6/12 R.L. 9 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: OWG ND. F.A. 08-00503 SCALE NTS I DATE 02/23/09 SHEEf4 OF 9 1¢ I tLroY7ji/ i v' y C,ENSh.4ip! 7A7E OF ;,1 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. EDGE DISTANCE I 1 1/4" MIN. 4dm a• EMBEDMENT 1 1/4 MIN. 1/4" MAX. d. EMBEDMENT SHIM SPACE 2 1/2" MIN. EDGE DISTANCE a INTERIOR 1/4" MAX. SHIM SPACE 3/16" TAPCON 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIORc3K= SILL TO BE SET IN A BED OF VULKEM 115 o • EXTERIOR CO—' RUCTIDN ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE REMSIDNS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. 1> J JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E27Y2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO, F.A. 08-00503 SCALE NTS I DATE .02/23/09 ISHEET5 OF 9 N1R ! IL b/,% NOENsc q`r 0 5 •.it= o STATE OF REv 0. E` NAL1E U\ OOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1 3/8" MIN. EMBEDMENT t- 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN BED OF VULKEM 116 ONSTRUCTION ADHESIVE R EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTM E2112 REVISIONS REV I DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. H REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS - 12/06/13 R.L. 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR e JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWSI 1001WW.CROSBY0ORSRD LLC CARROLLTON, TX 75006 jjjJ511EI10 9% v, G NSc ,ct y fir..'0,.6 5 * 7SERIES430/440 XIX SGD 143" x REINFORCED FLANGE INSTALLATION DETAILS EOF7 , FAT OF G? iis ONAL1 DRAWN: Dwc no. os Soon D3 RevFGORID? G GALE DATENTS 02/23/09 6 OF 9 M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WLTH ASTM E2112 1 /4" MAX. SHIM SPACE OR 7/8" MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS 1 /4" MAX. FSHIM SPACE INTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. m lk EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWG NO. F.A. 08-00503 CALE NTS OA'E 02/23/09 ISHEET7 OF 9 51111 11L0YY'' i CI• GENSF:giP i ir• 0 51 •*= q; 7ATE OF iate• R- %"Fs.ORtOP iii S ONA11111 t\` 2 1/2" MIN. CONCRETE/ EDGE DISTANCE MASONRY BY OTHERS 4 c 1 1/4" MIN. a ' EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SHIM SPACE ENOTE 3 SHEET 1 3/ 16" TAPCON 1 1/4" MIN. 1/4" MAX, EMBEDMENT SHIM SPACE 2 1/2" MIN. EDGE OIISiANCE V e i" TAPCON a ' v CONCRETE/ MASONRY EX- ERIOR I INTERIOR BY OTHERSft 3/ 16- TAPCON a • _ SILL TO BE SET IN A BED OF VULKEM 116 ` CONSTRUCTION ADHESIVE Nj OR EQUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS 1 1/4" MIN. a $ EMBEDMENT VERTICAL CROSS SECTION 2 1/2" MIN, CONCRETEWSONRY INSTALLATION EDGE DISTANCE REVISIONS REV I DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L INTERIOR EXTERIOR OPTIONAL 1X BUCK JAMB INSTALLATION 11DETAIL TO BE .PROPERLY CONCRETEIMASONRY INSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 M[ WINDOWS AND DOORS LLC RD CARROLLTONftTX675006 vJ\GIN py6125 * r SERIES430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS TAT OF Zz DRAWN: DWG N0. REV F. A.ALE S 03 s 8 AOF9 NTS 02/23/09 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4" MIN. EMBEDMENT 1X BUCK BY OTHERS, TO1XBUCKTO BE PROPERLY SECURED 3/16" EXTERIOR -- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM F13 MIN. MENT HOOK STRIP 10 WOOD SCREW EXTERIOR-- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK/WOOD FRAMING REVISIONS DESCRIPTION DATE MPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R-L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP t[INTERLOCK SELF DRILLING SCRSCREW ANEL EXTERIOR HOOKSTRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 LLCMIWlNaaWw. IlLcANDRosa00aRS CARROLLTON, TX 75006 v,•CBHSF,S'S oy * s st6 y SERIES 430/440 XIX SGD 143" x 96" REINFORCED ti[iki7(ffi, HOOK INSTALLATION DETAILS 1 • STATE OF DRAWN: DwD No. RCA. F. At,E 08-00503 sl= aRlDfNG`` j A` 1`,: q GATE SHEEP NTS 02/23/09 9 OF 9 13CIS Horne I Log In I User Registration I HotToplcs I Submit Surcharge I Stats & Facts Florida re Product Approval USER: Public User Product ADDroval menu > Product or Application Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118Industrial 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 Address/Phone/Email a LOBAR HtiTr? gABOUYyD@AR DBPR @IbI81R..gS.' C6M+1Cf,Q6Ai$ Mw Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from, a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. ri Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence. pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabuiiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yM Kg2Hy8%2fuCfc2M RiSC82w%3d%3d 1/3 6/9/2017 Florida Building Code Online FL15000 R2 Eouiv FL - 15000 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summaryof Products FL # Model, Number or Name Description 15000. 1 a. "Fiber -Classic" or "Smooth -Star" 68 "Nan -Impact" Opaque Fiberglass Door with & without Sidelite( s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and FL15000 R2 AE EVAL 15000.1.odf Created by Independent Third Party: Yes product particulars, (This product approval requires the use of " Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000. 2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite( s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, (This product approval requires the use of " Y part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000. 3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite( s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3..odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000. 4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact' Opaque Fiberglass Door with & without Sidelite( s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000. 5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing ( XX Configurations) https: llfloridabLilding.org/pr/pr_app_Od.aspx?param=wGEVXQwtDquS73Fr2Zyi PozAnA6CzH Q3yM Kg2Hy8%2fuCfc2M RiSC82w°/"3d%3d 213 619/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 68 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) t1 ck I':ax1: Contact Us :: 2601 Blair Stone Road. 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: sC hcii: Credit Card Safe https:llfloridabuiIding,orglprlpr_app dfl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnABCzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 3/3 A. EXTERIOR INTERLQR Ni 36,oy.Kkx I DOOR 1 HORfZONTAL CROSS SECTION PANEL WIDTH 3 DOOR PANEL 402 N t9 N In"; I 3_LATC)q STILE TOP PAI FIBER CLASSIC) 14 DOOR PAN Fiber Classic Z6 4! - t Lo HINGE ST ILE ROTFOM RAIL sax N.Taz (Flaa C(Asslc) (FIB -ER -wssic) VERTICAL CROSS 59MON • V. JK DOOR PANEL ft LFS DROWI'd FL- 15000.3 112'GLASS ME G1 1/2" MIN. CLASS THK_ 1/8. TEMPEREDFGLASS AIR SPACE 25' STEEL 7/8" iNTER10R INTERCEPT TEMPERED SPACER GLASS 4O 41 SEE NOTE 1 5" 1N&ULATED GLASS 4V/ S14C LITE FRAME A71NC WYArl 13.937S"i PANEL" 7.125' A,LO_ SIDELITE PANEL Smooth Star INTERIOR INTERCEPT, SPACER 40 29 SEE NOTE 1 INSULATED GLASS W! PVC LTTE FRAME GLAZING DETAI NM-10 112' MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1 /8.. TEMPERED GLASS E f SEE NOTE T 1 HORIZONTAL CROSS SECTION 4 SIDELffE PANEI. 6 IA 42 l PM UP LITE FI WE pLA5pC LIP LITE FRAWE' EXTRUDED PVC k7[TR[ DED W, I,Og VERTLCAL CROSS SECTION j 1Q 4 SIDELITE PANEL I. Spoc49 for item #29 & $41 (fite frame straws) is as follows From the bottom tip on sides 6.5: wiifi M more spaced of 9.625" o.c. there are (2) screws both top and boftom ut 2.125' in from each 2 SIDEUTE TOP do BOTTOM RAIL S6 511, iE BLANK Sloe SVLE comer. FINGER JOINTED PONDEROSA PINE, Sry=O,4i FINGER JOlNTEB PONDEROSq PINJn SG=0.r3 t h m 4 1 o = i z L e 02/24 f 2 i N.ZS eY; JK n 9c L FS 3 wig. FL—i50O0.3 r 4 ar 12 d w,...,w..„_...,..:,.-+..,.„>,.v.r.,,..,,w."n...,...w.n..,..P..,e.n.Mvna........o."®m...A..+m.........,.,®...w....+r.•....r.,+,;_.«".a....:.,n...x..w,.wweom .r... 49 13 MIN.t" a R C-SINK jejot gg$`' ', _ 1-6 M sm 8 ii}'•r Swfit111Aapya T a ti ,;• 1f.i{,`' ' " m Rai NOTE' 7 720ThesidefiteisthreatsetIr)to the jamb with (72) itemd3 a is x 2" pfh. hood screw. Thera are vf• • 73 (4) at each veruew jamb, from the top dawn of i 76 IM5 , 31 48.5' & 66"_ There are (2) at t11e 1-iJA'"MIN 21 18 header at 4" frorn the outside corners of tha o TUB. ITIP,) frame. There ore (2) at the sill, 4` from then outside comers. EXTEROR c J 7 HORIZONTAL CROSS SECTION TE 7 a n0 48 1-1/4' MX $ z 49 EMB. (lYP) a m 1S'MM. 17 13 45 C-SIIIX 6 A* R3 O 11YILal1L0 7Q T acme 36IA33 34 43 y SEE NOTE 1 35 o 0 EXTERIOR . '•-0, 21 ave 02 24 12 i 9 10 76 72 43 soue N.T.S, j meo, ar, JK i 2 HORtZONTAL CROSS SECTION L_s HORIZONTAL CR0SS SECTION CM s 7 7 78 n-75000,3 n 4" r y'•-' , ' T 8n I-F-—B" I 1 m lYi ai. y MULUON Q49EISHOWNFOR 11 Q Q r': AMaQNRY REFERENCE I1 11 OPENING I I MASONRY 9 Q iii krr{nnn 1' ,>r >'m z; TYPMULLION OPENING TYP. HEAD d oJAMBSDiSHOWN[ FOR I ] JAMBS If REFERENCE It x z' If 11 2X BUCK sx BUCK n ib a m ° a i l I r a z II IN ASTRAGAL 1I U ASTRAGALSHOWNFORISHOWNFOR II I( REFERENCE u l REFERENCE i 11 Q ]I cs 11 II ]I if S rZ ti o zay DOUBLE W/sIDEZEs m m BUCK ANCHORING DOUBLE 81 K DOOR INswNG o ANCHORING o MULLION 49 i REFOEwRENCE j j 4B MASONRY-7w MASONRY OPENING O I OPENING 7YP. HEAD mdoJAMBS 11 JAMBS 1i It 11 II C0NCRE7EANCH0 NOTE: concmfe dnchorlacatlanr oFihe cnmers may,6eadfiXed to mutoc n the mm. 2X BUCK Edge disiancetomortorloini.E 2, ConcWe I I I I 2X BUCK an chorlocdltamhoted as ;WAX. ON CgM'nitatbe adpcsFed to maintain $j6 min.edge dtstanceio moft rlohlsf addltIcnalconcr8feanChors maybe rer{uhed to BnSUre the "A4.47C ON CtT7ER° dRreension ore not exceeded. 1 ] i o3. Concrete ahchartable: MULLION I G I SHOWN FOR I o Z n REFERENCE f aue D2 24/12 s N.TS. " I i I I II I1 owa en JK a eHX af: LFSr. , s OROM N- RGIEw/gDEC rEs SINGLE DOOR FL— IGD003 BUCK ANCHORING BUCK ANCHORING sN 8 av 72 317:ff4:.fCNGE3.-;1Y,!,fNF.?a'NG': CON4"$ACON® LIA zoori m0 0 0l.1TT J ay O. E E z m .4 27 a ',li 27 Typ' 27 TYP, TYP. y in ® ® w e n m m_ 2" 2" UIT a v O.iS" 0.063' 9N 2 SEE NOTE 1 ti r° 4 a. 6 7/-- cl a z aw rJ a NOTE ASTR4G4L DETAIL Mm 02/24 2 a sma NJ.s. OK'G 8Y: a ix II 1- THE ASTWAL BOLT HAS A 3" THROW AT THE TOP crpc ar LFS 3 AND THE BOTTOM. OMw11 NG+ FL— l n 000.3 n sir 1'1 oP 12 Ry THIERMA TRU Da0R8 TT9 rnPueTarnr. MR...QPcmRrom. OH—sl FIBER CLASSIC° f "SMOOTH STAR" 6'0 INSIMNG wl & WOUT SIDELITES FIBERGLASS POOR NON -IMPACT GENERAL NOTES I. This product has been evaluated arid 'ain * mpliance W!") fhe Sth Edition'2014) Aorlda Bultding Code [FBC)struohnalrsgXrementsfndh[dmgthe'HighWodfyHuniemelone (fiYH1a. 2. FroaudandmsshallbeasFcMdarid spaced asshownondeldls.Andicrehibedmenttoboa material shalt be beyond wal dressing onducco. S. When used Fn trle TWW' this product isregtilred to be profecied v4h an lmpCOre ftnt covering chat compUes w fh SecTlon 1626 of the FBC. d. Whentaedln arem outside cMa Ott FO regUiringwind tome debris protection this produatis regufredtobeprotectedvAhdntmpactresistantcovefingthat complesvviWee on1609]2af the BC , 3. For2x stud hrmting cominle6oh.ahchodn8 of these IaclUshall bethe sameasihat shown for2x bucbmasonry cam( m cttan. 6. Ve, conditmnsthotdeviafe trom the detaEspffhlsdrawing mquieillrthereggteering analysjs by a licensed engineer arregislered archilect. 7. ThisprodrsdtdaesnotmeetthswatermFlhatonregv@amerrtsfarthe" M}H.Inswngunitsshailbe installed ardyy in nan4rab"ridbte areas orathgb tabfe localiom protected byan ovenccng or canopy sucfiihaf the angle between the edge of canopy rt overhs sng to spllsle fhan d5 degrees. T46LE0f WAU; WI3 SHFEi OESCRlPTiON i TyplcaSelevaton. deslgnpm%ures&generWnam 2 Doorpone dehm"ls(Smoofhsiar) 3 Doorparel dekft (Fberclassicf 4 Sidejipanel defdb& glaiar details 5 VerficalaamsectToru 6 Horaonfalcrossseclions 7 Horimntaf cr=$ ec5ans S errCKAnCttatfrtg 9 Frame anchDring- 10 Fmmeartchoring 11 Astrdggl details 12 W of motedals &Gompaaents 37.WMAX OVERALL FtAM&WM S7NCL fN5WfNG UNtr' x OR A] L Vlp . ds j a z SM DETAIL A'/ SNEBT 6 s DOUBLE W SIDEXTS fNSWING UNIT OXX0 r1'MAk. OVERALL fNAME WID7WID1H D SEE OS' HEET is s oFujL / SH ETE 63 5 DOUBLE I7NGE1N{T SN7 C([S O INSWING fIN{T r' + . ra l v waif iT'r f g 3T r r IR-- MEMO r•r: r r f I FL-75000.4 I 55 IA 56 dr yS:^• * L v EXTERIOR n!, 36 DOOR WrERIOR PAMELMITH T\ HORIZONTAL CROSS SECTION DOOR PANEL Zz 4.07" Ra EXTERIOR ill, STAR ) LD DOOR PAN Smooth star 57 02/24/12 jINGE 11 RAI WMAL CROSS sEcTrON $CAM N.T-S, 2 1 DOOR PANEL JK cm RY; LFS UMMAWOMM N04 FL-150110-4 2 EXIFRlOR _ INTERIOR SEE NOTE 2 VER7fCAL CROSS SEM7C ON b — SEE MOTE 1 A, to '+ .• _f. a' 77 VERTICAL CROSS SECTION S . li(I fill nm ca 4 i4 2r, C 39T 31i z d 77e 0 g ti o Z PXT@1Q SEX 3 VEKiICAL CROSS SECTION 5 Shawnwllx sub —buck OP710NAL SURFACE ROLT5 ON AC*nVE PANEL SEE DESIGN PRESSURE CHART) NOTE I. The s(de[1te is dlreet set into the lamb With (12) Item # 43 a #8 x 2' pfh. woad screw. There are (4) at each vertical jamb, from the top down at 13.5, 31", 48.5" & 66" There are (2) at the header of 4" from the outside comers of the Fame. there are m a TE.02/24 t2 Am MT.S_ 2) J13 a #8 X 2-1/2" pfh- wood screw at the om at JK w71, 4" from the outside comers. trot ; A.FS ORAMc o_ FL- 15000.4 2. OP770NAL SURFACE 6OLTS ON AO7,VE PMEL SEE DESIGN PRESSURE CHART) sNFtT 5 OF,, 0.15'MIN• C-SINK NOTE: SEE N07E 1 1. The sidelite Is direct act Into the jamb q3 with (72) item #4,3 a #8 x 2" pfh. Wcad ti*ttt,;``` m o n`n screw. There are (4) at such vertical 4 jj tl zs n a jamb, from the top down at 13.5", 31 ", ACTNE f r e o485" do 66" There are (2) at the header y r a r w at 4" from the outslds comers of the frame. there are (2) 13 a 8 x 2—T/Y i :. ; t Qca man. H :•'-'+' sa'r,'-:',• r, ; pfh wood screw at the elll, 4" from the Vaal- n7:. outside cam p. s „• INTERIOR o 36 44 d, 46 o En H 41 79 DETAIL 'A" n 35 77 7b OPTIONAL SURFACE- BOLTS ON AcmE PANEL v 1"1!k MPL SEE DESIGN PRESSURE CkAR) TTPJ REFaA9 a oINTFRfOR 3 HORlZONI'AL CROSS SECTION o a 5 i T p 22 q 0.1d"Itlt1 GSMK 24 B 43 8 7 SEE NOTE I 34 27 t3 7 q,3 33 n rnz NACTI I' I ACTIVE Tp G1EXTERIOn X. q Qo 7 13 NTERIOR 36 g 10 37 45 Wei 02 24 12 sws: N.TB, ° IME6IQB cc• Vt. LFSHORIZONTALCROSSSEC710NHORIZONTALCROSSSEMON FL^15000.4 n axur s ov1a ' a t t i i t i i t II II it 6 pi z u ss MASONRY OPENING Tr'- HrAD IAMBS 1(II 38 OPENIG TYP. HEAD JAMBS- ASTRAGAL 1 ` - o er— r W msd I I ( SHOWN FDR K SHOWN FOR m y 4 I REFERENCE i i 2X BUCK u REFERENCE ro n a 2X BUCK I l N ..flMULL1dNMUi110N 11 SHOWN FOR Q SHOWN FOR t I n: o ew o 1€ REFERENCE a REFERENCE !I t d 2r II [ Il a C' o z v r II g I1 41 Y: i U Jm 7d k'? N'" DOOR WL. DOU E. / IDS E TES i'<'' IIOUgSF DOOR U BUCK ANCHORING PR BUCYL ANCHORING o K8,;•i :. . 8¢ I may,:: - 1 1 a I I 4- II MASONRY II OPENING II II II MASONRY OPENING o II JAMBS Il JAMBSB I! Il I I I zx BUCK 2X BUCK llll MULLION II i a CONCRETEANCtfORN070: II SHOWN FOR Il T. Concrete ancharlaccWons of the comers maybe adjusted to matntafn the min. I I REFERENCE I I 1 edge distance fornorfarlolnis 2. Concmteanchor loca5onsnoted as"MAXONCJMFJYmurtbeadiLdedto maIntalnthe mfa.edgedtdnncetomortarlokrts. addifonalconcrefeanctwrs II I I I I 4 be to the MAX ON CEWER" dttnension II 1lULLIONIl Q may required ensue arenotccceeded_ SHOWN FOR ni 0 ry a S. Concretear:<hortabieREFERENCEnnOu1r02124112z' I I I Im' LFS SINGLE DOOR WISIDELtFES SINGLE DOOR BUCK ANCHORING UCK NC lz ij! A11F[:;C FARAfJC•: 4111V:'+ Et A'iWt\'E I7Nf m 7AFCON 1I4' 1,T/ 4" 2" 4" 4LTAAC:4N MASONF OPENI FRAN 4X BUC SEE DETAIL SEE DETAIL "2" Y 13 W/ZX BUCj( INStALL4'((ON 3F7 w//7K 3MONItdSTAl1ATI0N i E 43 aJAmss UVOK 7YP. K SEE DETAIL "?" L 7YP• SILL t4 rr r rr r r i tt V V7EW "8"-'E' ' S. A" DOUBLE DOOR WISIDELITES CONCRHEANCHORNO1M- i. Commta anchorlocatfons at the comers maybe adjusted to matntain the min. edge cbtaroe to mortarioinis. 2 Concretesanchorlocafionrnoted dr%,. X,ONCEWER"mustbeadystedto malntaln the min- edge dirfance to moriarjolrrls addtionat concreto anchors maybemqufred to eraure the MAX. ON CEMTWdimensfon are riot exceeded. 3. Cori rXeteanrdrorfrtbie. e+' h3s34_S'J. F 14`*ti`:tit_tlfSi7R1=.f'.w,3S3;ytti:GGEFjf:T s:. rr_sv:_.:..,nsr,xl`.• iy>::.ti.:•.a?::.,'G=:F+x P%f ii3R i• ITW • 1ApcoN 114, 1-1/$r r A" TAPCON® 3/1d" 1.114' Uvu a.rtrn uva ina."vr rrv'ra. 1. Maintain a minimum 618" edge distance. Vend dfslance, & J' o c.,pacing of woodscrews to prevent the spPNJng otwood 7HESF- ( 2) ANCHORS REO' O ONLY WHEN OP > 47 PSFa''— MASONRY J3 IwftlST aua gOPENINGALLATtOW// t K BUCK IMSDiLLAWN FRAME BUCK JAMBSH2X BUCK 7YP. 4S x- 77P. SELL 1 g n' f r r r r t I I AEW " C _" .'C- --ri L—Ar. VIEW "A'r "A' SINCLE DOOR W/SIQ"Mi S 3 49 3O 30 W/ 2X BUCK la 0 1 INSTALLAl10N 31 13 W/ 17X SUCK 4H 37 J STALLA'IIoN JO adk "3' DETAIL "2-• 109ASTRAGAL & SURFACE BOLT STRIKE PLATES © HEAD 10 DETAL S` i3 31 c, 31 73 o 3D n 30 DETAIL " 1 " DETAIL " 4" SURFACE BOLT STRIKE PLATE 0 THRESHOLD IF Cis f • k iM Z g'QG` m pp~ 11C r• z a M rlF1i1r1r11 o nmi D Z man. W Ati V E roz ur o d o 4 O MASONRY OP ENING FRAME 2X BUCK D DETAIL `3" I JI VIEWL IL_,.. SEE DEWL 2' j W/zx aucx — INSTALLATION M W/1X auCK $ INSTALLATIDN TYP. HEAD do — ALAMaS O SEE 14 TrP. sLL ML `7 " Sm DETAIL "V 8-...-j L. ` A" D0LISLE DOOR CONCRETE A ftCHO R NOTES_ I. Cohaefaanchorlocatfonsgtfhecomersmaybeadjosiedfomolrtatnihemite edge cristunce to mortcrjointx 2 ConcrefEotidiorlocgfronsnofedas°MAX.oNCF1lT&2"mUstbaadjystedto miuWmhthemTn aCged[stanceiomortgrjoh7Ts addffonaTeoncmteanchors maybe reRuhed fo ensure the "MAX oN CENTER"dMetnon are not exceeded_ 3. Concreteanchorfable: 1 .... y IY,Pa;: = i E .^_.'•"; i _ ySO1Pk1`L_$_liii r<; Y ..... 17><1 CONOTAP T/A 1•T/4a 7 ftYV rapcox 3/1"" 1.11A" 3" 1.1/2- WOOD SCREW INSIALLAAON NOTE: edae dlsfaric=, T" end duionce. a T` a.c. snacfna ofMaintdiaimtm7S/8" T- rt mrn Wood srleWsta ofwood. f3 w/2X Suck INSTALLATION w/Lx eucic MASONRY 91NSTAI.LATION OPENING TYP- HF•° dA4i85. FRAME 2X BUCK SEE DETAIL O "5. hti3. i4 TYP- SILL r C a SINGLE DOOR m 49 30 r3D c W/2X BUCK 13 0 37 W 7x BUCK INSTALLATION 37 c INSTALLATION 13 W/'LX BUCK , "! INSTALLATION o W/2x BUCK w o 7z INSTALLATION DETAIL "2' 13 ASTRAGAL is SURFACE BOLT o TO STRIKE PLATES ® HEAD 10 10 w : DETAIL " 37 3T o i i W 7X SUCK 50 ° - o INSTALLATION ace 02/24 12 30 30 ". TLT:S- WSSTAL(A7T0 13 DETAIL "T" am M LIK DFTaIL a" SURFACE BOLT STRIKE PLATE ! wM. LFS TTLRFSHOLD 11 EL- 75000-4 srgr 7O 01,22 e 7 All it d m2 z Rr 4 Qia 2,. j e AB J3.2Y_ a s &07E! § t f ink m24 NIT. NOTE, a : T , y 2@w AT THE TOPf p gz e R2 Rem DESCRIVIIOM Mataia! OV Ui YJti Dt 48 SURFACE' BOLT nVES_ .25- SY6EL) R i 30 suR a(E BOLT SmIkE PLATE (.7_s F 1. I 4uY' IDd3^ f{, RT7 s 20 21 WDDD FRAME FINGER JOINTED PONDEROSA PINE, SG=O.4,3 INSWLING DOOR BD770A4 SWEEP VINYL _08V MAX_ WALL, 035` AHN_ WALL 111a1 rI ^T— i Ig SELFFADJ SrNG SADD C TN FSHnrn ALUMINUM/VINYL _045' WALL ALUM 15 INSWTN • 7O YTE 080` THK WALL VINYL .BOTTOM 8007IYF. 0_0S' EXTRUDED WNYL WALL rrr wrow d s00. m 1 FM CtA54C (FC) PANEL ON al i" MA TBIL FBERC ASS 8YTHER94-TINY whh Xda ct.9M ljot,}4,000 pP TA SMOOTH STAR 5S k,PEL SMX 0117 MIN_ BY 14ma-TRU All rY'( 'dde'"th )-s 0w0 d TTBFRGIASS 2 FC TaP RAIL WOOD COMPOSITE 3 FC fATCH Sl9,E WOOD CDMPQSITE 4 FC H1NcE 510.E PLHOITOS P)RE so-g43 iTOtlD COMPOSITE 6 POLA TIIEDMNEFa4df (U1bs QELSNT raw 7 SNOW REALH COMPRESSION WEUFIt%TIDP FaW 8 LONG PEVCH COMPNESWN TE4731E1b7PoP' 4' Ox3LL-PM ROOD SMWgg f130I'llA4iY ` 3000 PSI UK C011CRFYF GONFOR" TO AC! f DIt HDLI>jt9 6LOCY CONFORMING TO AM ISO COMM 12 flo x 2" LG PFN WOOD SCREW STiFI 13 f8 x 2 1 2' LO. PFJI WOOD SCREW 57g1 14 d" 4' xZ-f ON' PM CONCRETE SCMV 16 S10ELRE OOTfaM 800T .090' FXIRBDED NIM NNYL x moo2 a o E3I'- o 6 ZY IIi1CK SG 3= 0.55 1fYlOD 17 MAK 7 4" Y10oI1 8 f( drUC;'ET PASSkGE LDGC - SIGRATL9E STRIS 19 SELF AD. UST M 1NSWW 510DEE Yf1REENOID A{ Op HEADER PONDEROSA PJN SR=0.43 wDDD 21 SIMM a MS DA®EflOSA PINE stir=q4] Imou 22 RJNLEJAMRgomymow& Sf.-0. ROD 23 IWgMt OEADBOLF - S fYG nw SER a 24 HURRICANE A5TRA99 ALIUJU M 24A ASIIMYx4L FL15M DOLT STEEL 4R ASRAGAL 11 M BOLT REX dIIi ALUMINUM 6 IXMKsGr- tl55 W000 27 Ito x t-i 2' LG. PANHFAD zHEEr YETAI. SY3iEIV 57Eiy 25 Asiffic DOOR EMM 29 6- TE x 1-3 F' PMLLIPS FIAMM SCAEY/ m M 33 STUL 3D SURFACE SOU SMIW PEAT£ STEEL 31 110 x 2-I ' PNLIPS F ATMF.AD, WDOOSORER' STEEL v w n w s v. 32 1 a TMK CB.LNM CIADNG TAPE SN(-a 33 P1, 45M UP UIE MWE P4C 34 PIASNC UP UTE FRAME SMC SLAW wM tPUNDEROSk PM s WOGO 36 SAEUTE SIDE SDLE PONOMS4 FMSGe.g13WOW 37 t0 x I-3 4' LGi Pf}f WOOD SCRElY 33 Y 4" r 2-3 4 PIN am OR CONCRETE SCM STFFL 39 T r 3-3 4"ITN PFH CONCRETE SCPZR STEEL 40 SILME ( AMIX POW 755) SILICONE 41 0- 10 x 1 i PIASCREW FOR TTEA 34 STEEL'W- 4Z SIDEUTE TOP h gnTMW RAIT 01CMERM PW& M-413 MUCD 43 8 x 2" M PRf WOOD SCREW STETS 44 IS ' x 3 B OYARIER ROURm RNGER JD6'OED ME p0(p a 45 1 L r.040' DY. BRAD TRIM NAIL SEES_ 6 1 MSURFACE BOLT ?E27 54 .zS47f 4-20 SIX BOOT W 7 4-20 RWILE L10 46 3 16" r 3-1 4' UW PFM CONCRETE SCRBY m SiEH. ol9 ASTRAGAL51R!!fE KATE S 50 PFH CONCRETE SLY1f1V SiFB. CAM 02/24 12 S4 SS Tik' RAq ROOD CDMPtFftE sckn N.TS. SS L4xH Si0. M COUPOWE Ye JK 56 SSHOMESIREOEROSIME, 5C-a43 cw- 8i LFS 57 SSaOTTDMRACfti1)1 COHI'OSRE 13RWNc No.: FL-15000. 4 siFE'f 1arj9 R W R W Bailding Comidtants, Tic. B Consulting and Engineering Services for the Building Lidustry C P.O,Sox23ffVahicojL33595 PbonoB13.659907 Florida Board pt 1.'tUre9efona[ Engineers Certificate orAnthnrieatton No.98 [3 Product Category Sub category Manufacturer Product Name Swinging Therma,Tru Corporation fiber Glassfo" / "Smooth Star" Exterlor Exterfor Door 11 B industrial Drive, 8'O inswing wland w/out SIdelites Doors Assemblies Edgerton, OH 43517 Fiberglass poor Phone (419)298-1740 Non-Im act" Soaps: This Is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. 59hrridt, P., (System ID # 1998) forThemra Tru Corporatlon based on Lute Chapter No, 61G20-3, Method i D ofthe State of F3orlda Product Approval, Department pf Business & Professional regulation, n1N laullding Consultante and Lyndon R Schmidt, P.E. do not have nor will acquire ftnandal 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 has been evaluated and is In oompllanoe whit the 5th Edition (2014) Florida Building Code (FBC) structuraf requirements Inoluciing the 'High Velocity Hurricane Zonee (HVHZ). 2 Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. S. When used In the "HVHZ" this product is required to be protected with an Impact resistant covering that compiles with Section 1 a28 of the FBC. 4. When used in areas outside of the "HVHZ" requlrlhg wind boyna debris protactlan this product is required to be pmtdoted with an Impact resistant oovaring that compiles with Seaflon 1609.1.2 of the t=BC, 5, for 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site oondhfons that deviate from the details of drawing FL-15000,4 require further engineering analysis by a floensed engineer or registered architect. 7. Inswing configurations do not meet Ahe water infiltration requirements for the °HVHZ!, inswing units shall be Installed only In non - habitable areas or at habitable locations protected by an overhang or canopy suoh that the angle between the edge of canopy or overhang to sill Is less than 45 degrees, 8. See draMog FL-150o0.4 for size and design pressure limitations. Supporting Doctmrenta. 1. Test Revert No. Test Standard TEL 01460337 A,B,C ASTM Dea6-03,ASTM D1929-96 ASTM 02843.99 TEL 01460336-A,13,0 ASTM D636-03, ASTM D1929-96 ASTM 02843-99 STT'S00001 ASTM W2 -96 15427-107,962 ASTM U4-00a AT( 67508.01.106-18 ASTM D1929-98 ETC 01-741-1o701.0 TAS 202.94 ETC 01-741.10703.0 TAB 202.94 ETC 01-741.10593.0 TAB 202-94 TEL 06-1031-3 TAB 202.94 TtLo6-1031-4 TAS202-94 Testing Labc,r t_o_ry Signed by Testing Evaluation 1-0,J= Lyndon F. Schmidt, P,B, Testing Evaluation Lab.,(nc. Lyndon R Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, ino, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc, Testing Evaluation Lab.,lnc. Drawing No,, Prepared by A AIr.'b;?ftr No. FL 150004 RW Building Consultants, Inc, (CA 0813) toy) e, Iv Calculations Pre -oared by Anchoring RW Buffding Consultants, Inc, (CA#9813) ASTM E1300 Glass load Lyndon F. Schmidt P.E. y i TIIJ> 4 • Quality Assurance rz Certificate of Participation issued by National Accreditation and Management "-r` Institute, oertlfying that7herma-Tru Corporation Is manufacturing products within a cluafky assurance program that complies with lSO/IEC 17020 and. Oulde 53. Sheet iofi i:• +' _ 4,, Lon Hicks, VP Operations William R Rtdh, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P,E, MarkD, Pasero, RE. Wendell W, Haney, RE, WendellW. Haney, P.E. Si ned &.Sealed by Lyndon F. Schmidt, P.E. R Sahmldl, P.E. Lyndonr-. Schmidt, P,E, FL PE No. 43409 2/212016 1)exxr,- -41-1 WYNDHAM PRESERVE a LOT 146 SPECIFIC PURPOSE c SURVEYc N FOR, O RD) o c II z— a - d H N a W C0ED3 LOT 138 LOT 137 LOT 1.36 589' 40'$1 "W 0 40. 00' 29 9 0 ?, z N o rn O• ov cca d . n MLOT 146 0 AREA = 4. 400 S.F. ± WYNDHAM PRESERVE aW LOT 146 LOT 145 o 10.0 pl LOT 1.47 PB 81, PG 93) o; O o0 6.0; — 10.0 6.0' PROPOSED O Building Setbacks 2 STORY RESIDENCE Setbacks: Per construction plans for h 2434 WAXWING WYNDHAM PRESERVE", City of Sanford, WAY Seminole County, Florida. 1605ENDEAVOUR ' Front = 25' Rear = 20' ELEVATION - T Q Side = 5' GARAGE - LEFT 1z OFORNIBOARD I FFE= 30.42 7.3 6.0' DIMENSION NOTE: I Proposed building dimensions 06.0; P0,7 shown hereon are of the exterior. ry cnBUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout 10' UTILITY shown hereon prior to any construction, and 28R E.ASEMENT(P) immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. f O. 00' N89'40'S 1 f Failure to do so will be at user's sole risk. CONIC CURB PCP T LINE rcr - root e.qut mum LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed usiness ow BIFP-Preventer Sight Distance Easement S - Soryrveey PRM-Permanent Ref. Monument Reported PCP - Permanent Control Point JSRDJ -DescriptionFP&L-FloridaPower & Ught P-Plat FIFE -Finish Floor Elevation D.B.- Deed Book Water Meter O.R.- Official Records Book N-Water Valve P.B.- Plat Book Cr-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev.-Elevation RCDG-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m-Telephone Box SW -Sidewalk EI-Electric Box FIFE -Finished Floor Elevation Utility Pole 9-GuyCI -CurbInletPoleGTI-Grate Top Inlet O-Ught Pole P.U. E.-Public Utility Easement f--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS-No Corner Set (Falls in Water) 0-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U. E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK Cl/X-Irrigation Control Valve P.K.- Porker Kalon Nail lt-Sign SIR -Set 1/2" Iron Rod LB7768 wpd-Gate Water Valve SPKD-Set P.K. & Disk L87768 If Gas Meter FIR -Found 1/2" Iron Rod L137768 P"'-Existing Grade FIP-Found 1/2" Iron Pipe LB7768 0I-Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0-Proposed Design Grade Monument FIRM LB7778 10.2-As-Built/Existingq GradCC Note: Some items in above leaen may not be amolicable) Description I Date I Dwn.ICk'd I P.C.IOrder No. CONC SIDEWALK WAXWING WAY 50' RIGHT— OF—WAY PRIVATE ROAD) S89'40' 51"W 606.15' Nod SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. S. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEY) LOT AREA CALCULATIONS LOT = 4, 400 SQ.Fr. LIVING AREA= 652 SQ.FT. GARAGE = 406 SQ.FT. PORCH = 24 SQ.FT. DRIVEWAY = 405 SOFT. PATIO = 100 SQ.FT. WALKWAY = 48 SOYT. A/C PAD = 9 SOFT. IMPERVIOUS= 37. 3 % SOD = 2, 756 SOFT. OFF LOT AREA CALCULATIONS R/W = 1,000 SOFT. APRON = 114 So' Fr. SIDEWALK = 200 SQ.FT. SOD = 126 SOFT. TOTAL AREA AREA = 5, 400 so'FT. DRIVEWAY = 519 SO T. SIDEWALK = 248 SQ.FT. SOD = 2, 882 SOFT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zone "X" DESCRIPTION: LOT 146, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies tMlldrldNa,of the hereon described property 555 Winderley Place, Suite 109 was made ued r li(pe t6q and meets the Standards of Maitland, FL 32751 Proctic` t ' raRo. by. lirriya Board of Professional Phone: (321) 270-0440 ' Su ors` ' gR r u (gil 17, Florida Administrative Fax: (813) 248-2266k eo%, r5+ 8t6tySecp' : C27, Florida Statutes. Licensed Business No. LB 7768 a T G -- le ® ®n Surveying, Inc. meS , (, Ot " LS6915 Drawn: MTP Checked: JDL P.C.: Data File:BrissonEast-Plat ORIDA PRO p tl & MAPPER NO. ............... NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date:2/02/ 18 Dwg:BrissonEast-tui146 Order No.: -_ RAISED SEAL OF A FLORIDA UCENSFD SURVEYOR AND MAPPFR SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk t'» a 01 TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROCTOR t1,Jl-t (APPROJECT % SPECIFICATION: CONTRACTOR OPTIMUM MOISTURE: REPORTED TO: MAXIMUM DRY DENSITY: LOCATION: MATERIAL, DATE TESTED: LOCATION DEPTH DRY DENSITY MAX DRY DENSITY INCHES lbs,cu.ft. lbs. cu. It. PERCENT OF MAX. DENSITY MOISTURE PERCENT Submitted by, CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: 2-4, Documented Construction Value: $ (P Job Address: 2-'-4,3)q Historic District: Yes No Parcel ID: Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use u Dove Description of Work: tc_v_vnV3( 5f%. tV"°e -S (vrrc i end*_'C'V Plan Review Contact Person: -Pto_0 .5 + , bczsz (ct 'Title: Phone: Fax: Email: l Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name i2 3 lLl1 t-i-z {tcA,,,-bt n Phone: 2' 2-`3" e—+3 Street: Fax: (40 -- L.°-FG - 1 u City, State Zip: x'—1 •^c E- 3 2- State License No.: C.:GC -0 3 tE L ArchitecVEngineer Information IN Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OB rf FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE UR BE AIN OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru 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. has tion FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may e found in the public records of this county, and there may be additional permits required from other governmental entities such as wa er management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi edinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitia1. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued in accordance with local ordinance. Should calculated ebaroes figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Q c,CI 'T, (C.t V-A t-7 Print Contractor/Agent's Name Signature of otary-State of Florida Date PAT SUS Y ' MY COMMISSION ft FF 120904 y 'o EXPIRES: August 25, 2018 F Bonded Tl u Notaryta Public Underwri Owner/Agent is Personally Known to Me or Contractor/Agent is L Personally known to N Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical ` Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 6 k(-\ C"' ",1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J-(p Documented Construction Value: $' Job Address: a r L/U() G Historic District: Yes., No: Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of se Move, El Description of Work: NY 1.') J 50 a m /} ` 1 j l Plan Review Contact Persons Title: Phone: Fax: Email: Property Owner information Name . Phone:.14)% - bj4 r7 — 3 7 Street 1 _ LL iResidentofproperty,.. City.; State Zip,: I Contractor information Name.(?,' i 1 P.Y ' rI Phone: L Street: n iq i ) Fax: l ) 7 _7 City, State Zip: on State License No.: EC Name: Street: City, St, Zip: Bonding Company Address: Architect/Engineer Information Phone: Fax: E-mail Mortgage Lender: Address YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER, OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated.. I certify that no work or installation has commenced prior'to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that. a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBCI053 Shall be inscribed with the date of application and the code in effect as of that date: 516Edition (2014)`Florida Building Code Revised: June 30, 2015, permit Application` NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 verificationthat l will notify the owner of the property of the',requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review chargeand wilLbe, considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current,ICC'Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 0 gER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that aH work will be done in compliance with all applicable laws ;regulating construction and zoning. signatureof Owner/Agent Date gnatttre of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Mown to, Me or Produced ID Type of ID C i? ' t ntractor/Agent's Name Signature of Notary -State of Florida Date osN;; OLa, PAMELASTERNUS Commi0sion# GG"IIQ622 oP` Expires August 7, 2021 f rofOd t3ono0d Tlxu Budpot NWJry $pfv ces Contractor/Agent` is Personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical [] Construction Type: Occupancy Use: Total Sill Ft of Bldg: Min.,Occupancy Load: Plumbing[] Gas Roof Flood Zone of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING' COMMENTS: Revised: June 30, 2015 Permit_ Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION c) Application No: Documented Construction Value: $ 5,016.00 Job Address: 2434 Waxwing way Historic District: Yes No Parcel ID: 17-20-31-502-0000-1460 Residential 0 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA.LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 4.07-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. t understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be I ound in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Jo/,/ IZ 2/22/2018 Signature of Contract /Agent I,, Date 2/22/2018 t+'Y Notary Public State of Florida Arionna C.Rosenwinkel y c < My Commission GG 147038 fi'wrid; Expires 1010112021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application IN WORK ORDER Inh #t- '11'41.S, Date: 8/2/2017 144698 Subdivision __j Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot/ Sub: Wyndham Preserve 1 11461 2434 Waxwing WayADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1605 EndeavourModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or Furnac( Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base N/A AHU Location 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 _ Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency' Zoning Brand: Honeywell/Johnstone Vent. Damper Y815OA1017 Qty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 — EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4. Surge Protector ZD5 Bypass Damper #1 ____dZD7ZD6 B Pass Damper #2 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 2.86 36.04 Rou hin $2,473.00 28.53 427.9504-Installation Labor 06-Piping Labor 6.75 114.75 Trim $2,473.00 14-Kitchen Vent Trim 1,307.3.902-Material/Tax 1,339.7701-Equipment/Tax 80.00 Permit $70.0009-Permit/Other 1.46 18.41011-Delivery Labor 2.92 36.83 Total Contract: $5,016.0020-Pull Material Labor 2.50 42.5012-StartupLabor I r F/R LOT 137 LOT 136LOT138 S89'40'51 V F/R 0 40.00' 0 Akio06' POLYVINYL FENCE 9 LOT 145 o LOT 146 0 AREA = 4,400 S.F. Oa010.0 o 0 6.0` o 1o.o 6.0' 28.0 2 STORY RESIDENCE M a6 2434 WAXWING M WAY FFE= 30.42 1 7.3 6.0' 20.7 ") ORCH 0z CONCRETE D N DRIVEWAY Rcn I Rn0 l0 I: WQ) N 4) C . 3= o v CL C v o _ a oto u 0 2J 2 -6 Oa' 0 z to o S c c 0 0 m.0 WYNDHAM PRESERVE LOT 146 LOT 147 (PB 81, PG 93) O O 2 .SQA L Cod F/Rvr— EASEMENT P) 40.00' N89°40'51 "ff W \ 5' CONC o SIDEWALK C orn coNc cuRl3 WAXWING WAY LO 7 50' RIGHT-OF-WAY `y o PCP (PRIVATE ROAD) to 360.1 CENTS S89'40'51"W 606.15' PCP LINE rLr -rvui cqw men' LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed vsBFP-Backflow Prerevertenter Si 9ht Distance Easement Suurvey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control PointISD-Description FP&L-Florida Power & Light P -Plat FFE-Finish Floor Elevation B.-Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B. - Plot Book Cr-Fire Hydrant Pg. -Page RCM -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver M -Telephone Box SW -Sidewalk El -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet j7-Guy Pole GTI-Grote Top Inlet Jx Li ht Pole P.U.E.-Public Utility Easement t--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Corner Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK CV0<-Irrigation Control Valve P.K.-Parker Kalon Nail b -Sign SIR -Set 1/2" Iron Rod L87768 wpd-Gate Water Valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 11•9-Existing Grade FIP -Found 1/2" Iron Pipe LB7768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM -Found 4"x4" Concrete 10.0 -Proposed Design Grade Monument PRM L87778 Note: 10.2 -As-Built/Existin Grad Some items in above leaen may not be Opp) icable) REVIISYONS DescriptionI Date I Dwn. Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject props had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' SURVEY NOTE: No SOD at time of Survey PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zone Y' DESCRIPTION: LOT 146, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field Suter ve : 5 25 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 " Surveyors & Mappers in. Chapter 5J-17, Florida-Mministrotive Licensed Business No. LB 7768 code, pursuant to "Section 472.027 Florida Statutes. A e® It Surveying, Inc. J es D. Leviner LS6915 Drawn: MTP Checked: JDL P.C.: Data File:BrissonEost-PlotIDAPROFESSIONALSURVEYOR &MAPPER N0. ................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 5/30/18 Dwg: BrissonEast-Lot146 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. aLt-->q U) FIR LOT 137 LOT 138 S89-40,51-W 40.00' 6' POLYVINYL FENCE j p---------------------1p o LOT 146t b AREA = 4,400 S.F. LOT 145 a a -010.0 0 0 0 D o F o aO6.0, 10.0 6.0' 0 28.0 , 5 Co 2 STORY RESIDENCE Q Mi 00 2434 WAXWING WAY ; FFE= 30.42 f 7.3 6.0' 16.0; 20.7 ORC 0 — ozc> CONCRETE D DRIVEWAY w LOT 136 F/R CJ O 0 LOT 147 N — — ' — r — — — — — — — — O 4 9 F/R Cps 40.00' N89040'51 10' UTILITY EASEMENT (P) w \ 5' CONC SIDEWALK I p 04 0 0 coNc cuR6 WAXWING WAY ' 50' RIGHT-OF-WAY ` V vo P P (PRIVATE ROAD) CENTE S89'40'51 "W 606.15' LINE VtV ment L,GEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -LicensedLB -Licensed reven s BFP-Backflow Preventer Sight Distance Easement PRM-Permanent Ref. Monument S-Survey Reported PCP -Permanent Control Point D -Description FP&L -Florida Power &Light P -Plat FFE-Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book M-Water Valve P.B. -Plat Book tf-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet O-Guy Pole GTI-Grate Top Inlet O-Light Pole P.U.E.-Public Utility Easement GuyAnchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E.-Drainage/Utility Easement Coo -Clean Out FMGD - MAG NAIL & DISK CVX-Irrigation Control Valve P. K. -Parker Kolon Nail Sign SIR - Set 1/2" Iron Rod LB7768 wD4-Gate Water Valve SPKD - Set P.K. & Disk L87768 Gas Meter FIR - Found 1/2" Iron Rod LB7768 PI-I -Existing Grade FIP- Found 1/2" Iron Pipe L87768 al -Blow -off Valve FPKD- Found P.K. Nail & Disk L87768 -ft--Drainage Flow Direction FCM - Found 4"x4" Concrete 10.0-Proposed Design Grade Monument PRM L87778 10.2 -As-Built/Existing Grade Note: Some items in above le end may not be applicable) REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. 360. 1 PCP SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" 20'. 7. All boundary line dimensions are field measured unless otherwise noted. WYNDHAM PRESERVE LOT 146 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' SURVEY NOTE: No SOD at time of Survey PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " 9" DESCRIPTION: LOT 146, according to the plat of " WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field SUELe : 5 25 2018 555 Winderley Place, Suite 109 This certifies that d- survey of the hereon described property Maitland, FL 32751 was made under my, supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. o GeoPoint Surveying, Inc. J es D. Leviner 5 Drown:MTP Checked:JDL P.C.: Data File:eftmEast-Plat FLORIDA PROFESSIONAL SURVEYOR & MAPPER NOW. .............5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 5/30/18 Dwg: BrissonEast-Lot146 Order No.: DAicrn crAi nr e n opine i irrucrn ci iwrYnR Amn mApprR SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Rk: e---