The URL can be used to link to this page

Home My WebLink About3807 Night Heron Dr - 18-1405; NEW SFH19 - I (-Ac'<' COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 16, 2018 BUILDING APPLICATION #: 18-10000268 BUILDING PERMIT NUMBER: 18-10000268 C) UNIT ADDRESS: NIGHT HERON DRIVE 3807 17.20-31-502.0000-2150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3807 NIGHT HERON DRIVE / LOT 215WYNDHAM / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY 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 BUSINESS OFFICE: 1101 EAST FIRST 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. ly THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERRMIT APPLICATION / Application No: ? - /7 a-, Documented Construction Value: S 1Q Z tD 3 /SZ "O Job Address: 3 36-1 N -eYa r e. ja ra Historic District: Yes No Parcel ID: 17-20-31-502-0000- I\1'SC Wyndham Preserve Lot Residential® Commercial Type of Work: New ® Addition Alteration Repair 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: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407- 708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407- 647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fax: 215- 646-8001 E- mail: sives@mulhemkulp.com Mortgage Lender: 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 2 p2S.—^ Permit Application J) 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,.andthere 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 1CC 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 Date Pnnt Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 & Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature ofNotarylpState of Florida ate n'r ns Share M ngelD say, NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 xpires6121/2021 Contractor/Agent is V10 Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [q- Electrical [` Mechanical®' Plumbing] Gas[] Roof Construction Type: v'6 Occupancy Use: Total Sq Ft of Bldg: 214 Flood Zone: K—_6 - i t_\-r-tNCKt- ) Min. Occupancy Load: I' j # of Stories: zlz> New Construction: Electric - # of Amps Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes No Rr # of Heads APPROVALS: ZONING: O UTILITIES: COMMENTS: ENGINEERING: m r G. 3 Za-(1? FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. q6.1 °lo Ae EE)ZZ pore,.-ny - U , 6-4— Fire Alarm Permit: Yes No R WASTE WATER: BUILDING:_' 4- 2.6- 3_ Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION MAR $ 201$ PERMIT APPLICATION Application No:© - Documented Construction Value: S 1 1 1p .3 B O Job Address: 3 8a- N + LM Historic District: Yes No Parcel ID: 17-20-31-502-0000- :\1S0 Wyndham Preserve Lot a,1S Residential® Commercial Type of Work: New® Addition Alteration Repair 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@stariighthomes.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? : Contractor information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 No 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@mulhemkulp.com Bonding Company: NA Address: Mortgage Lender: Address: NA 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, beaters, 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 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of No -State of Florida ateShayneMengelD o NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 19 0 Xpires 6/21/2021 Contractor/Agent is Personally Known to Me or 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: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 _ _ -- . _. _ . Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Ins ection 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 j 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 J V,u.6F:i>'?s i""F`i l-,j f..'.f;J Inspection on Plurnbing rqound Plumbing Tubset Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Planning and Development Services t# R 1877 Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel 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: 3807 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2150 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 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) 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 FEW 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# 18-1405 Reviewed by: Michael Cash, CFM Date: March 28, 2018 r 11, 1 Application for Paved Driveway, Sidewalk or t I 0 11 Walkwa Includin Ri ht-of-Wa Use & Y 9 9 Y Fti18 ;D. Landscaping i11 Right -of -Way www.sanfbrdfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 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 frnowwbatsidelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call bawe you dig. 1. Project Location/Address: 2 9 0-7 t 1JI& LAe-nc n 2. Proposed Activity: Q Driveway 0 Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is su tted by: Property t wrter Signature: Address: 1064 Gree Blvd Suite 124, Lake Mary, FL Print Name: (Y-\iC_kcI 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel®starlighthomes.com Date: Maintenance Responsibilities/Indemnification 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 installationftmprovement 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, tosses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, 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 City's right-of-way. I have rea d derstand the above statement and by signing this application I agree to its terms. Signature: Date: 3 - This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 -Z9 201 Date: Nuvemuer au ROW Use Driveway.pdf THIS INSTRUMENT PREPARED BY: YName: StarlightHomes Florida, LLtY1.A y Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111 II111 I!!!f l!I!I IIlII illl llli GRANT 1,WiL0Yr SEMINOLE COMITY C:11.'RK OF CTRC:IiTT COURT & C011PTRaLLER DK 91-191.1 Ps 1530 (1P9s , CLERK'S r 2018027819 rri DiiDED li'' i 1'„?I-11r 11',"-" fi FEES $10.11i'i REC RDEO B'( rdiLeAlP Parcel ID Number: 17-20-31-502-0000- 15a 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 Pas 93-102 Lot all S Address: 38a t l. r- we.,ron , S•,,rtfv l 1-'L. 3a,']7 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC 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 PIA 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 penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are true to UP"ekt-Of RMnowleclae and belief. eC C eI K L Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(9): 'The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead,' State of L County of 'e- The foregoing strument was know) dged before me this day of by ` P Who is personally known to me ley Name of person making statement OR who has produced Identification type of identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Notary Signature Expires 6/21/2021 t:.::a7C7 r REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 -1 --.k -1 `3 Project Name:Project Address: $01 N i (ram 14-l, 17) Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. MNcj AA 2qc i_e Pr' t a wner/Tenant Signat wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets &dt - fey krcok, Print ame of Gen. Contractor Print Name of El. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # i naturof ELContractorg E ,i0a) Q6 El. Contractor License # CALLED INTO: o Progress Energy Florida Power and Light on _/, Rev. 02/ 10/ 15 ) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 - IS - I 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): Ga' The specific permit and application for work located at: A IX-113 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknow edged before me this day of i 200 by Robert Wil etS who is ersonally known to me or o who has produced as identification and who did (did not) take an oath. K' 10JA0,J Signature hayne mangel N 4OTARy PUBLIC k STATFOF FLORIDA ikjaiomm# r113111 Print or a name r 910 sExpires 612112021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 215 - 1827 UL Builder Name: Starlight Homes Street: 38 0-7-OW Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: # 1 8 - 14 05 Owner: a a } Muir r Jurisdiction: C019 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft2 b. Frame - Wood, Adjacent R=13.0 217.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft2 6. Conditioned floor area above grade (ft2) 1909 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/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: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.10 PASSTotalBaselineLoads: 57,22 I hereby certify that the plans and specifications covered by Review of the plans and THE S71 . this calculation are in compliance with the Florida Energy specifications covered by this tiQ`'--'ip0 Code. calculation indicates compliancezi PREPARED BY: 614 with the Florida Energy Code. Before isconstruction completed DATE: this building will be inspected for Section 553.908 I hereby certify that this building, as designed, is in compliance compliance with Florida Statutes. with the Florida Energ de. C- DA y . a OWNER/AG T BUILDING OFFICIAL: DATE. DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (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 ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 4:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 215 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 215 Wyndham 3087 Night Heron Dr Seminole Sanford , FL , 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range L, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft2 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2135 W 0 ftt 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 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft2 0.1 Wood 1/17/2018 4:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS it Ornt- Adjacent Space Cavity Width Tn Wall TVpp Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft2 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft2 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4,1 39 0 9 4 364.0 ft2 0 0 0.6 0 5 E Garage Frame - Wood Main 13 23 3 9 4 217.0 ft2 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 7 21 ft2 2 S Wood Main None 39 2 8 7 18.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 3 ft 8 in None None 3 E 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 5 ft 6 in None None 4 S 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft2 403 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 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 1/17/2018 4:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType 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 Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply --- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar X A r Ma X Jun X Jul X Au X Sep j Oct [[ ]]Nov Dec HeatinJan Feb Mar Xj jXjAPr Mayl Jun Jul Aul SeP Oct X] Nov Dec jXjVentin [ Jan tX Feb [[XX Mar Apr [ t May [ Jun [ Jul lAug Se X) Oct [[X]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 1712018 4:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3087 Night Heron Dr, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603,00 ft? b. Frame - Wood, Adjacent R=13.0 217.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst ease? No a. Under Attic (Vented) R=30.0 1909.00 ft= 6. Conditioned floor area (ft2) 1909 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.34 11. Ducts 120.00 ft2 a. Sup: Attic, Ret: Main, AH: Main R ft2 6 381.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 SHGC: SHGC=0.25 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 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Electrica. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2EF: 0.95 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ` Q Builder Signature: yy p, Date: I + Address of New Home: b Q , City/FL Zip: of x srq 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 1/17/2018 4:51 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 215 - 1827 UL Builder Name: Starlight Homes Street: 3087 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and anygaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 o6o6na and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated.. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids be fi re rinkler cover plates and walls or ce6linas- a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 1/17/2018 4:51 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 215 - 1827 UL Builder Name: Starlight Homes Street: 3087 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data ii HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or 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. I 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 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or 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: O ,VHE ql r a 00 v a Ill 7/2018 4:51 PM EnergyGaugeG USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 215 - 1827 UL Builder Name: Starlight Homes Street: 3087 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction:. Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 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 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1909 House Duct Total Conditioned Floor Area) System Qn,out)' Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: rhowe 1/17/2018 4:51 PM EnergyGaugeOD USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Job: Starlight -Wyndham Prese l `... wrightsoProject Summary pate: 4/18/2017 Entire House Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaiccom Web: www.energyaircom For: Lot 215 -1827 UL, Starlight Homes 3807 Night Heron Dr, Sanford, FI 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 °F Inside db 68 °F Design TD 24 °F Heating Summary Structure 15199 Btuh Duds 1779 Btuh Central vent (62 cdm) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18599 Btuh Method Construction quality Fireplaces Area ( ft2) Volume ( fP) Air changes/hour Equiv. AVF (dm) Infiltration Simplified Semi - tight 0 Heatin Cin o910191017760 17760 0. 26 0.14 77 41 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 16653 Btuh Duds 2205 Btuh Central vent (62 cfm) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 20056 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 319 Btuh Central vent (62 cim) 1840 Btuh Outside air Equipment latent load 4186 Btuh Equipment Total Load (Sen+Lat) 24242 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 8580 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 cfrn Actual airflow 899 dm Airflowfactor 0.053 cfmBtuh Airflowfactor 0.048 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 34 °F Backup: Input= 5 kW, Output= 17616Btuh, 100 AFUE Bo( cRalic values have been manuatlyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018- Jan-1716:50:03 t WI'1 htspft` 9Right -Suites universal 2017 17.0.28 RSU17013 page 1 ACCZA* ... Speclfic\Wyndham Preserve\Lot 215 -1827 UL.rup Calc = MJ8 Front Door faces: E wrightsoft" Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy At, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vmwenergyaiccom For: Lot 215 -1827 LIL, Starlight Homes 3807 Night Heron Dr, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 20056 Btuh Outdoor design WB: 75.9°F Latent gain: 4186 Btuh Indoor design DB: 75.0°F Total gain: 24242 Btuh Indoor RH: 50% Estimated airflow: 899 ctm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cftn Sensible capacity: 20104 Btuh 100% of load Latent capacity: 6015 Btuh 144% of load Total capacity: 26119 Btuh 108% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18599 Btuh Indoor design DB: 68.0°F Job: Starlight - Wyndham Prese... Date: 4/18/2017 By: Plan: 1827 U Entering coil DB: 76.2°F Entering coil WB: 63.6°F Entering coil DB: 66.3°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 154% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 chn Output capacity: 5.2 kW 95% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan-17 16:50:03 C wrlghtsoft Right-SuiteSUniversal 201717.0.28 RSU17013 Page 1 ACCK ... SpecificMWtmdham Preserve\Lot 215 - 1827 UL.rup Calc = MA Front Door faces: E wrightsoft Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: vmm.energyaircom For: Lot 215 -1827 LIL, Starlight Homes 3807 Night Heron Dr, Sanford, FI 32773 Job: Starlight - Wyndham Prese... Date: 4/18/2017 By - Plan: 1827 U Heating Coding 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 fri ction rate 0.168 in/100ft 0.168 in/100ft Actual airflow 899 dm 899 cfrn Total effective length (TEL) 167 It Name Design Btuh) Htg dm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 623 33 17 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bed2 h 1239 66 42 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3572 189 135 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1441 76 51 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 FamrDinACit C 2073 64 99 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl FannonXit--A C 2073 64 99 0.190 6.0 Ox 0 VIFx 22.2 125.0 st1 FanvUnA<it-B C 2073 64 99 0.182 6.0 Ox 0 VIFx 29.0 125.0 SO Farn/DnXit-C c 2073 64 99 0.178 6.0 Ox 0 VIFx 32.4 125.0 st1 Foyer h 750 40 34 0.376 4.0 Ox 0 VIFx 4.5 70.0 MBa h 892 47 26 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 MBed h 2741 145 137 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 AAC h 544 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy C 953 18 45 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) Cfm) FIR fpm) in) in) Material Trunk st1 PeakAVF 256 395 0.174 725 10.0 0 x 0 VinlFlx st2 PeakAVF 315 275 0.168 578 10.0 0 x 0 VinlFlx Bolddtallc values have been manuallyovemdden 2018-Jan-17 16:50:03 1 wrightsoft° Right -Suite® Universal2017 17.0.28 RSU17013 Page 1 ACCP....SpecificWyndhamPreserve\Lot215-1827UL.rup Cale =MJ8 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 1 wrig ltsoft Right -Suite& Universal 2017 17.0.28 RSU1 7013 AGCI, ...Specific\Wyndham Preserve\Lot 215 - 1827 UL.rup Calc = MJ8 Front Door faces: E 2018-Jan-17 16:50:03 Page 2 M Job #: Starlight -Wyndham Preserve Performed for: Lot 215 -1827 UL 3807 Night Heron Dr Sanford, A 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com MI Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2018-Jan-17 16:50:11 m Preseneu of 215 -1827 UL.rup 1-1f 2" VTR. " VTR 3-2%2" VTR i I i - I I I I STUDOR KS I ~ I I I WC i 2Z. 11 SH J- I - 321 2 LAV 3.', wc - L/'1V 2" U I 3" I .J TUBS 3" YY m J/ C/o s PLAN! 1 827 0 PLUMBING RISER DIAGRAM w c v o .o O z a) N VS ll O N e) a y ^ W; NO M WW1 1 U o 00 c Z` z m0 LOT 183 LOT 184 LOT 185 WYNDHAM PRESERVE - LOT 213 PLOT PLAN 7 ..,. t V i., r• DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. Ok to construct single family home with setbacks and impervious area shown on plan. % . Ojo im ' ia2_7 -if^Q 'ly - U. CT..L WYNDHAM PRESERVE LOT 21 S I I LOT 216 I 1V89'43'03"E 115.00' NORTH &OUNO4RY LINE OF LOT 215-"_ 11..'. 26.2' U'----------------------------------------------- 58.5 z I j gw fir w PROPOSED PRo?OSED w rn 1:0.0 1 STORY RESIDENCE 12.3 3807 NIGHT HERON DRIVE I C ONC WALK Oa Vi a LOT 215 n PORCH ! . • AREA = o PATIO M 1827 FIREFLY 21 3 5,900 S.F. ± 17.3 ELEVATION - U t . 1:0.0 GARAGE - LEFT ao v0. o1 •. PROPOSED-* t2 rN .- FFE= 27.1 DRIVEWAY Ito 63. 5 26. 2' L____________________________--_- 25.3' b PAC) I I 1. 0' 5b 115.00' .S89'43'03"V a LOT 214 LOT AREA CALCULATIONS LOT 6,900 SQ.FT. LIVING AREA- 1,909 SQ.FT. GARAGE 405 SQ.FT. ENTRY = 70 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 109 SQ.FT. WALKWAY = 77 SQ.FT. A/ C PAD 9 SQ.FT. IMPERVIOUS= 45.1 % SOD = 3,789 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1,500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD - 246 SQ.FT. TOTAL AREA AREA = 8.400 SQ.FT. DRIVEWAY = 646 SQ.FT. SIDEWALK = 377 SQ.FT. SOD - 4.035 SQ.FT. 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. ru-- rvu, cyu. mane LEGENX):ADUSSD-Accese/Drainage/Utilities/Sidewalk LB -Licensed usiness BFP- Backflow Preventer Si ht Distance Easement 9uayPRM- Permanent Ref. Monument ReportedPCP- Permanent Control Point ISRD -Description FP&L-Florida Power & Light P - Plat FFE-Finish Floor Elevation D. B.-Deed Book Woter Meter O. R.-Official Records Book D4-Water Valve P. B.-Plat Book CT -Mrs Hydrant Pg.- Page RC®-Reclalmed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc.- Concrete Cable Box BP - Brick Paver M-Telephone Box SW - Sidewalk E-Electric Box FFE - Finished Floor Elevation 0 -Utility Pole Cl - Curb Inlet Guy Pole GTI - Grate Top Inlet light Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Corner Set (Falls in Water) 19 -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E.-Drainage/Utility Easement FMGD NAIL COO - Clean Out MAG & DISK P. K. -Parker Kolon Nail XVI> 4-Irrigation Control Valve Sign SIR - Set 1/2" Iron Rod LB7768 VX-Gate Water Valve SPKD - Set P.K. & Disk L87768 Gas Meter FIR - Found 1/2" Iron Rod LB7768 11.11-Existing Grade F1P- Found 1/2" Iron Pipe LB7768 a -Blow -off Valve FPKD- Found P.K. Nail & Disk L87768-,a-_-Drainage Flow Direction FCM - Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 As-Bullt/Existin Grad Note: Some items in above leaen may not be ODD icable SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished 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 VYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) NeNere REVISIONS r 19 'tt1111 Description I Date I Dwn. Ck d I P.C. I Order NO. - - TOP Of _roa Y DRIDA PROFESSI 61C-St1RVEYOit & MAPPER NO. ..............5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 10 9 A Q N O W a a z z on UU o_ a Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' 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 1. DESCRIPTION: LOT 215, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. prawn: JE I Checked: JDL P.C.: Data File:wwonEod-Plat Date: 01/27/18 Dwg:eriwonEast-Ldt215 Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: — PALMER ELECTRIC Starlight Homes 1827 LOAD CALCULATION December 12, 2017 1. HVAC LOADS )NEC 2014 - 220.82(Cl(3) - (4)1 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 i KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR ct; 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER (t1 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA IL GENERAL LOADSINEC2014-220.82(B)(l)-(4 QTY LIGHTING 1909 Sq Ft ci 3VA/Sq. Ft VALUE 5,73 TOTAL_ KVA KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.30 1 DISHWASHER 1.20 1.20 KVA DISPOSAI_.(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 I RANGE/OVEN(2) `'` 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT """ 2.50 2.50 KVA 15 0 40 AMP CAR CHARGER $ - 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL, CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL. LOADS) r21 100% 10.00 KVA REMAINDER (GENERAL LOADS) d; 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014- 220.82(B)l 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMF,NDED SERVICE SIZE 150 .AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" RE: WP0215 - WP0215 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0215 Model: 1827 Lot/Block: 215 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. sl to 1 8- 1 405 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlfrPI 1, Chapter 2. Illlllf/ffff PS A. Q.. • G'E'N No 39380 STATE OF •W s 411 11111110 N Ai 0% Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23.2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply W P0215 T13030976' WP0215 A01 HIP(.,IRDER 1 nG Job Reference optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek IndLiStneS, Inc. Tue Jan 23 12 16 5a 2018 Page 1 ID:rbOYL3Jo1CVlUiFgSJd63xypdA?-MPOZNOAyC21DuHFOPm?KhkVNel33go7 ualkJWzsTrd 1-0-0 4-2.6 7-0-0 13-3-14 19-6-0 25-8-2 32-0-0 34-9-10 3900 40-0.0 1 00-0 4 2 6 2 9 10 6-3-14 6-2-2 6-2-2 6-3-14 2-9-10 4-2-6 1-0-0 54 500 12 4 20 21 2x4 3x8 = 3x6 _- 3x8 -_- 5 22 23 6 7 24 25 26 8 27 28 5x6 = 9 Scale = 1.66.8 46 19 29 30 18 17 31 32 i6 33 34 35 36 i5 14 37 38 t3 46 -_- Sx8 -- 6x8 - 2x4 Sx8 = 2x4 '' Gx8 - Sx8 1 LOADING (psf) SPACING- 200 CSI. TCLL 20.0 Plate Grip DOL 1,25 TC I.00 TCDL TO Lumber DOL 125 BC 0.94 BCLL. 0.0 Rep Stress Incr NO WB 0,73 BCDL 10.0 Code FBC2014rFP12007 Matnx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2942/0-8-0, 11=2941/0-8.0 Max Holz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11=-983(LC 5) DEFL. in (loc) Vett(LL) -0.49 16 Vert(TL) -1 14 16 Horz(TL) 0.20 11 BRACING - TOP CHORD BOTCHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5-7=-10532/3593, 7-8=-10532/3593, 8-9=-6206/2124, 9-10— 6618/2245, 10-11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17-19=-3165/9503, 16-17=-3165/9503, 15-16=-3163/9496, 13-15=-3163/9496, 11-13=-1982/6014 WEBS 3-19=-139/263, 4-19 531/1999. 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=-683/426, 8-16=-378/1177. 8-15=01527. 8-13= 3664/1253, 9-13=-530/1996, 10-13=-1401264 Ildefl L/d 931 240 405 180 Na n/ a 33- 0- 0 700 PLATES GRIP MT20 244/190 Weight. 441 Ib FT = 20% Structural wood sheathing directly applied Rigid c eiling directly applied or 9-0-8 or, bracing OAD CASE led. Cat. II; Exp ads. ngle 3- 6-0 ta ft at joint(s) e NOTES- ( 10) 1) 2-ply truss to be connected together with 1 Od (0.131"xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the L(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indica 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108rrtph; TCDL=42pst, BCDL=3.Opsf, h=15tt; C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live lo 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recta ll by 2-0-0 wide will fit between the bottorn chord and any other members. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplixcept 0t=1b) 2=983, 1 1=983. AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev r0/03/20f 5 BEFORE USE t rrw;an AI 1 lo, ust r Iv with Milk k xw l vs. IN, 1 ar}n Is t:'ru>.1 arty ut n 1 n,:u1n< m sir ,m a i I4 II -X II r ihiducil t+Ado r1I r-t t trust w,lr m tkal. I r It- txHl lll 1 :ac±Skin r rmtst my tho <It 141, 'A AilY t }, u ar I:rt mr I .Is <m 1 i 1-fl n 4I d `I <:51 11 Iti i II -`naval v;,71 r Ir 1 . IN, btd6: fin I tr sli7r. tirtr.lnu irFakTitod is to tv,w((titt,nwktiio,I ,rtt,dlu. fu..rl itusti'•..rl)Ifn:1/or ry v. f n-in(xv. I}lv A.f. Ill r vxal levr tru: try es il'<'nnwr;nf ttl mvl isalwaysrruluaoxa lot sl:ri.,1111y:rn>itoIiwv<. nl."Il ir:w> Wirt, lx.ssll dt t-111n(tl Il1KAY:md P1(4111Y.:1,.ainoq,,. fol :;7rmi nr, ±Iceti7<n.Ar>57 Irv) 1, 1" alk>n,'k,ffi e, dc-.Ilvrnv. r n„h m and t aacinid of tuns' and In tas Syskrl rs -,)ANSI/TPII Quoilly Criteria, DSB-89 and SCSI Building Component Safety Information t tv El tt. dra Iran Irusx Pbaie Insiilutr,. 218 N. Sufte i 17. Al,,xondrria. `:'A ?231 /1 Thomas A_ Aibani PE No.34384 tAi T ek USA- Inc. FL Cott 6634 6901 Parka East Blvd, Tannpa FL 33616 Date; January 23,2018 Nil M!Tek' 6904 Parke East Blvd. Tan pa. Fl- 33610 Job TIU66 Truss Type WP0215 A01 HIP GIRDER Builders FlrstSOLirce, Tampa, Plant City, Florida 33566 City Ply WP0215 T13030976' 1 Job Reference (optional) 8.130 s Sep 15 2017 MTek Industries, Inc Tue Jan 23 12:16:55 2018 Paget ID:rbOYL3Jol CVi Ui FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2Y09PIZFN77EdlsyzsTir NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12. 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 Ito up at 17-0-12, 105 lb down and 107 lb up at 19-0-12, 105 lb down and 107 lb up at 19-11-4, 105 lb down and 107 lb up at 21-11-4. 105 lb down and 107 Ib up at 23-11-4. 105 lb down and 107 lb up at 25.11-4. 105 lb down and 107 lb up at 27-11-4. and 105 lb down and 107 lb up at 29-11-4, and 203 lb down and 203 lb up at 32-0-0 on top chord, and 3171b clown and 109 lb up at 7-0-0, 81 lb down at 9-0-12. 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, 81 lb down at 25-11-4, 81 lb down at 27-11-4, and 81 lb down at 29-11-4, and 317 lb down and 109 lb up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4=- 1 56(B) 6=- 1 05(B) 9=- 1 56(B) 19=-317(B) 5=- 1 05(B) 17=-58(B) 15=-58(B) 8=- 1 05(B) 13=-317(B) 20=-105(B) 21 =-105(B) 22=- 105(B) 23=- 1 05(B) 24=-105(B)25=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-58(B)30=-58(B)31=-58(B)32=-58(B)33=-58(B)34=-58(B)35=-58(B)36=-58(B)37=-58(B) 38=-58(B) WARNING- Verify design pxrnmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev 1tI/03y2t)15 BEFORE USE I si(tn ,, Ni 1 f •r ris£, ^nlV wth MIl >k onnr 1 rs. ltus .:1 ,u{r i1 t.:n t •,n1Y uf:` n '11 i I Ir4 (x I'vAr* ival 1 AA tint (41q- tk nt r-1 .. o floss syslenr fiekqt us,% INc#rsit rrt rrnust V( niy tl tt al.>f 4h"al -pity -A 1 u-Pr I:rn nil I ms %an i pinj Kriv i t rl +iak his 1 shill allollo tlroverallbrrildirry • kasl{tn. [ 4a'hi{7 nxtr;:aled is to {.rrewenl Cxicklhxi ^l inctivi•.Ar•..rl lv..rss wr.l .nr•a/cx t,t r.+r•.t nu>ml a:rs rznlV. A• i llll"Ilol kmr{rx ny cxtd 1..111 ement rm e irr(1 Miiek' I, ellwoys rr.• lulwel Lot SI:llAlity t Iry to I:xevenl i (Alcg> wilt) 1x%d:At) I't'mmy 11 hilury otVApry'l"I IV :kiln 87<t. F^r genr-r il {1r tlr1• sx'e rs{lrn•:iIrKI Itre lot1tv:alk,n stoi Ity .fe•II, ery, ,ate(lion card I •v r, It Kj :A hoses and Irk systems, sooANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntormotlon<ri• Hlatde onnr inisc Water. Inshh.lte. 'lltiN Icee fiheel Qlite ,tl?.N<rxantrll `.'h Tl.tl4 Tampa, Fl- 33610 Job Truss Truss Type Oty Ply WP0215 T13030977 WP0215 A02 Hip 1 1 Job Reference (optional) BLIllders FlrsISOLIrCe, Tampa. Plant City, Florida 33566 8.130 s Sep 152017 M)Tek Industries, Inc. Tue Jan 23 12 16.55 2018 Page 1 ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2ak9OWZF877EdisyzsTrc 1-0-0 4-9-14 9-0-0 16-0-9 22-11-7 30-0-0 34-2.2 39-0-0 40-0-0 1-0-0 4-9-14 4-2-2 7-0-9 6-10-13 v 70-9 4-2-2 4-9-14 1-0-0 5x6 = 3x8 - 3x6 2x4 ". Sx8 - 5.00'I 12 Scale = 1:6T2 3x6 17 t6 15 14 13 12 3x6 3x8 - 3x8 MT20HS = 2x4 '.. 5x8 4x6 = 3x4 9-0-0 16.0-9 22-11-7 300-0 _ 39-0.0 ---- 9-00 -- 7 0 9 6-10-13 7.0-9 9-0-0 Plate Offsets (X Y)-- 12- 0-6 Edc e [4:0-3-0 0-2-41[8:0-5-12 0-2-Bj [10:0-0-6 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in tloc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,85 Ved(LL) -0.34 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.99 Vert(TL) -0.84 14-15 >548 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0,23 10 Na n/a BCDL 100 Cade FBC2014/TP12007 Matrix-SH Weight: 190 lb FT = 209a LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6.8: 2x4 SP No,1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 5-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4 2802/1628, 4-5=-2576/1566, 5-7=-3527/2115, 7-8=-3527/2115, 8-9=-2802/1628, 9-10=-3009/1787 BOT CHORD 2-17=1,520/2707, 15-1 7=-1867/3526, 14-15=-1667/3526, 12-14=-1307/2555, 10-12=-1537/2708 WEBS 3.17=-181/253, 4-17=-358/765, 5-17=-1170/634, 5-15=0/261, 7-14=-397/344. 8-14=-643/1191, 8-12= 56/353, 9-12=-183/254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconafrrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=411,10=411. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albano PE No.39360 MiTek USA- lie, FL Cert 6634 6904 Parke East Bfyd. Tampa FL 33610 Date January 23,2018 s Aj WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP-7473 rev. f0/03401S BEFORE USE Ik wlrt v i 11, tua only ,Ith Mlrc k nrw i -[S. this d u41n h t uts f "Illy or, I) I `,Iltvy-tfns st t.. wr. on f Is t• a ex, e lirl iu"I t Aillding •inn{ rr ni rx •1 t t buss ysla.n &dou•tt ), ttt, h: rllt iint lcatitllx.r ursl:+Itry tho iil't ii riAlly, ,....I ievsln I -u mno-Iorso ipn q.x,liy nt it wA(k thf. J,w iit ttx .;e^I ill lxtllclinS;-leosiiln. lir_r-fn,3 rro1N;tle•i fs lu {:xawextl txtckllntl -d uttilvi.iuul Iruas :vrh tn i/ol < hnrri rncunlxa :only. A• fail hc,rv;tl tern) av ny an.F I `,n n<n tc.ul hr p fn41 ikif !R h alw`ays [ ll ill •:1 tr: I al Hvllly an i i {x r•nt dl.gw> Iflt { wsdtd Ix'ISnrxrl ktpeY ur;i r:wyxtity <A:vty ttP Fra p xu•I al <,a[.[id trt< < uellcmilnEl Iixs trthlicofl. n. sL. rexle f .Ilvcry, tx<., tinn on, I I u-t Intl -1 la Ns—oncf buss 1yUrgn . a< ,rANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East 61vd. Safety Information ovnilot,le trorn httss rryak, Insiihrl+::, 21iS N. Lea+ Sh a i ;ulta.• a I?, f+,xot flo. VA 22314. Tampa. FL 33610 Job - Truss Truss Type Oty Ply WP0215 T13030978, WP0215 A03 Hip 1 1 Job Reteience (optional) Bulideis FirstSource, Tampa. Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:57 2018 Page 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-n 31?QDgUzBnll_y4uYIJN7zry5H19JOaY60wrzsTra 1-0-0 5-9-14 11-0-0 16-8-0 22-4-0 28-0-0 33-2-2 39-0-0 40-0-0 1-0-0 5-9-14 5-2-2 5-8-0 5-8-0 5-8-0 5-2-2 5-9-14 1-0-0 Sx6 - 5.00 ',... 12 3x4 = 5 3x6 = 3x4 = 6 7 Scale = 1.66.9 3x6 16 io 12 3x6 SX6 W8- 3x8 - 5 9-14 LOADING (psl) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1_25 TCDL TO Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=149010-8-0 Max Horz 2= 70(LC 12) Max Uplift 2=- 391(LC 8), 10=-391(LC 9) 3x4 3x8 Sx6 WS 19- 6-0 28-0-0 33-2-2 39-0.0 8-6-0 5-2-2 B-6-0224J10: 0-3-0 0-1-81 CSI, DEFL. in loe) Udell L/d PLATES GRIP TC 0.68 Vert(LL) -032 2-16 >999 240 MT20 244/190 BC 091 Vert( TL) -088 2-16 >521 180 WB 0.71 Hotz(TL) 0,20 10 n/a n/a Matrix-SH Weight: 190 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHOR Rigid ceiling directly applied or 4-9.4 oc bracing. FORCES- (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-2982/1802, 3-4=-2659/1565, 4-5=-2422/1508, 5-7=-2926/1793, 7-8=-2422/1508, 8-9=-2659/ 1565, 9-lU=-2982/1802 BOT CHORD 2- 16=-1531/2690, 14-16=-1509/2883, 12-14=-1511/2883, 10-12=-1544/2690 WEBS 3-16=- 327/379, 4-16=-353/735. 5-16=-703/396. 7-12=-703/396, 8-12=-353/735, 9-12=-327/ 378 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, 1-CDL=4.2psf, BCDL=3,0psf; h=15ft, Cat. II; Exp C, Encl., GCpi=0.18-. MWFRS (envelope) and C-C Extenot(2) zone;C-G for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurient with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except 01=11b) 2=391, 10= 391. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," 1 a 6 Thomas A. Aibani PE No.36380 MiTek USA, Inc. FL Cori 6634 OU Parke East Blvd. Tarlipa FL 33610 Date January 23, 2018 WARN94G - Verity design pwrometers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg•7473 rev. IM31" I s BEFORE USE Posign vrlkiI loser myuAttr Mllek enne r l%. livAis rear ;rn11 1AdwIl tilt r truss syslei i Below tje. Ifv: t xdl 16>4} it+sk7nol mull--v,•Ijty the rl:N ib at 4I0y of i uorr I'll nr a lets .:nxi I i q •lady m R v vi rlc ihh i ugn inl IIu- .+ve>lall Ifit tndlriin<}.ferslgn. lira mg exli!..,_rtednlo proveadty lckiinr7(.l uxiivid.")I trussW,1h tint I/ex rlIrv1 menil X ns,'I 'Illy. A<}illi•'ncil lcm5t e,r'n Y<Hid lx qn till xnl hr.r:in{t MiTek' r alwaysr aulre• 1h,r 1aldlity .rn 11 I«. and Il g u-> itt,I •aWA 1 is Orval ropily end la•yun ty dam,x,}c• for 4Wne•raI q,& lmi,r I"iyu iing the R. rF•ncatl . I r sl aurtE>, 1e II -••.•i Y. <=n Il. en and tmn u>4} (A ausst s-Arid buss syslen'n. seaANSI/TPI1 quality Criteria, DSB-89 and SCSI Building Component ',. 6904 Parke East Blvd. Safety Information ivt9I, rt4c) Iran buss M l,Ir0ihrl<:r, 218 N lire titr I, iullea 317, rVerzan.. iri i..,A 22314_ Tamixi FL 33610 Job Truss TtLiss Type City Ply WP0215 T13030979 WP0215 A04 Hip 1 1 Job Reference (optional) __ @ulkiers FirstSowce. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12 16 58 2018 Page 1 D: rbOYL'3Jo1 CV 1 U 1 FgSJd63xypdA'-FAd4DmDSFHGeMuz9ec3Gsag6AMS?MltapClySHzsTr2 1- 0-0 7-3-2 13-0.0 19-6-0 26-0-0 31.8-14 39-0-0 4000 1- 0-0 7 3 2 5 8 14 — 6.6 0 6 G 0 5-8-14 7-3-2 1-0-0 Scale = 1:67.2 5x6_ 2x4 '......'. 5x6 4 5 6 2x4 2x4 1` s a 14 13 16 16 12 17 it 1810 3xG = 3x6 3x4 = M = 3x8 3x6 = 3x4 = 10- 0 14 19-6-0 -- 28.11-2 _ 39_0-0 .. —. 160 t4 -- - 9 5 2 _ 9-5-2 10.0-14 Plate Offsets (X Y)-- 420 0-10 Edge [4:0-3-0,0-2-4) LOADING ( psf) SPACING- 2-0-0 CSL DEFL, in (10c) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0,77 Vett(LL) 0,29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,88 Vert(TL) 0.68 10-12 >676 180 BCLL 0.0 Rep Stress incr YES WB 0,30 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 184 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11- 13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4=-2720/1661, 4-5=-2545/1628, 5-6=-2545/1628, 6-7=-2720/1661, 7- 8=-2969/1780 BOT CHORD 2-14=-1501/26/0, 12-14=-1113/22015, 10-12=-111612206, 8-10=-1511/26/0 WEBS 3-14=-328/389, 4-14=-263/537, 4-12= 220/581, 5-12=-399/339, 6-12=-220/581, 6- 10=-263/537. 7-10=- 328/389 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15tt; Cat. 11, Exp C, Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 371, 8=371. 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Mornas A. Alban.i PE No.38380 N iTek USA. inc. FL "en 6634 6804 Parke East Blvd, Tampa FL 33610 Date: January 23,2018 WARNING - Verity design pammeten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev. 10l03i2015 BEFORE USE. Ikrtit] n Jolki t;niy wilt Ivillek'., nrx taws, IhIS i wPl is I.vr d •xity fit ` `n 1 Ywlnle. 1 rs si . an, rn i is le-1 <x In it i41• it t,ull i"] c< ini nr;nl. r-I l Inks syskmn tk dolk uu+. Ikea huil ia>E1'aesigneei must •rife IN) oil dl at.:,llily' 1 design I.`]Ian I r, . m i I r 1na(ty i q aol . lien iesw•N, iW , IN? oval tll t,tpl.: airk:l kasl•;]n. r§.r,-girl uuilc:,ikrd is It-,jwN venl txir::kin,,)ofln(INbik1'.]I Muss-,m tit. <nni/^r•h<:idni mt+rtr ntY. Al011k)1ialleuryxa,i,y .:.xiJl-'e`ii,):m rdhr,xrint7 MiTe a• llways we8iA avl1 t stotxlify otNit Iwv,ml Il gne Mill lnssft: lc I"n-1 rl inpnv e> ilv„I k rly ::krrrr.xl,,. k:,r ]iA101 1i 1(11 f•Avi uq,:miin{1 thr-* 6ibrk:citk n llov Ktc , ii•kvery.o . < rr•,.Ik,n •:u d I n.r. nr41 f tructea nr:i Im, tY<Ic=ms, u eANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6PO4 Parke East Blvd. Sal Information Information rv• xkrt de it ern buss hole Instikrte. ?Hi N. lee Mwel. Sui1a: 312. Aiexon fn i ,.'A 22314_ Tampa. FL 33610 Job Truss Truss Type City Ply WP0215 T13030980' WP0215 A05 Hip i 1 Job Reference (optional) Builders FilslSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 23 12 16 59 2018 Page 1 ID:rbOYL3Jo1CViU1FgSJd63xypdA?-INBS06E40bOV 28LBJaVOoDFan11RV7112sbV?1zsTrY 1-0-0 7-9.14 15-0-0 19-6-0 24-0-0 31-2-2 39-0-0 40-0-0 1-0-0 7-9-14 7-2-2 4.6-0 4-6.0 7-2-2 7-9-14 1-0-0 5.0012 Sx6 = 2x4 ' I'. Sx6 -- S 6 7 Scale = 1:6&3 3x6- 14- 3x4 3x6 -- 3x8 _ 3x6 - 3x4 LOADING ( psf) SPACING- 2-0-0 CSI- TCLL 20.0 Plate Grip DOL t .25 TC 0.92 TCDL TO Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0,50 BCDL 10.0 Cade FBC2014/1'P12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.t 'Except' 13- 15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) DEFL. in (Ic c) I/defl Ud Vett( LL) -0.32 14-16 >999 240 Vert( TL)-0,7014-16 >658 180 Hofz( TL) 0.17 10 n/a n/a BRACING- TOPCHORD BOTCHORD FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-5=-2738/1724, 5-6=-2184/1457, 6-7=-2184/1457, 7-9=-2738/1724, 9-10=- 2981 / 1797 BOT CHORD 2 16=-1514/Ltiti7, 14-16=-1012/2038, 12-14=-1014/2U38, 10-12=-1.524/2667 WEBS 3- 16=-3821447, 5-16=-403/670, 5-14=-80/420, 6-14=-250/187, 7-14=-80/420, 7-12=- 403/670, 9-12=383/447 39.0. 0 PLATES GRiP MT20 2441190 Weight: 189 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp G; Encl., reactions shown; Lumber ads. GCpt= 0. 18; MWFRS (envelope) and C-C Exterioi(2) zone;C-C for members and forces & MWFRS for DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent with any other live lo 5) ' This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tat! by 2-0-0 wide It at joint(s) except (jt=1b) will fit between the bottom chord and any other members, with BCDL = I O,Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upli 2=369, 10=369. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPi 1 as referenced by the building code." v 10/ 03l2015 BEFORE USE if I Ni:al I not WARNING - Verity design perimeters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 re Design v 3IvIt-[ rise my .citfi lv911rkLr. ,one lot ff. lftis <.1 wlln is rrat i oIIly rlrr n I Irnoel in tr Asm. an I rs for , #I nk vaAdinti :,.xnr ixti il. a lrtr%%Y% rom kirtioie ru If- t uN x1 0*?Iw1 muSt V r nfy the ol.M di d tl1ty 0 of)n r,:.,i inn tars m l l4ol -Ily III,,,q Y iok This i.•uctn ud tiff cr.r r Ihe> ltil x: i r: building ie,sign. tiro higin_fie::;aledistoI,wv,mi1,ueklinq of irxiivid"I"i ItIm"Vol) and/.:aehoxdrnerntr^rsunly- A4 it iv-il lcrrn)Kn ry cn,3rx unarx*n tv,.. it) h thvays r 1uu d R nl rl tilily aiul i t i .rc:ni II qsr; witii 1 il:il l xsnrx l inµxv aryl L+int wily dani Hli+. For 4y tier rl t3txd vn r u3g<x iing t irxl-Ill n st-.ra )ce, fe.11voly, er" . al bum- s rmd miss system , u-e ANSI/TPI I Quality Cnterla, DSB-89 and BCSI Building Component Safety Information ov ttl itde from Inrss PLiler lnstitul,e. :11A N I ee Sti-+ S.ntee 312, Al,avrndrloJA 71t314. Thomas A. Atbani PE No.39380 MiTek U5.A. Inc. FL CBR 6634 6804 Parke Exist Blvd. Tampa FL 33610 Date' January 23,2018 Nil. MiTek 6904 Parke East Blvd. Tawpa. FL 33610 Job Truss TiussType City Ply WP0215 T130309811, WP0215 A06 Hip i 1 Job Reference (optional) Buildets FirstSoulce, Tampa, Plant City Florida 33.566 B.130 s Sep 15 2017 MiTek Industries Inc. Tue Jan 23 12:17:00 2018 Page 1 ID:rbOYL3Jol CV 1 U 1 FqS,ld63xypdA?-BZlgeRFtn(iWMcCiXl l5kx?ITzA7xEaOsl-IW K3XAzsTrX 1 -0-0 8 0-9 13-4-4 17-0.0 1960 22-0.0 25-7-12 27.5-6 30-11.7 32.10-13. 39-0-0 40-0-0 1-0-0 8-0-9 5-3-11 3-7-12 2-6-0 2-6-0 3-7-12 1-9-10 3-6-1 1-11-6 6-1-3 1-0-0 Scale = 1 :68.1 Soo 12 5x8 - 3x8 Sx8 F. 7 8 3x6 ., 76 __ ._ Jx6 c. 4x6 3x8 - 3x4 = 3x4 - 4x6 - Plate Offsets X Y)-- j2:0-3-0.0-1-8116:0-4-0,0-2-21 18:0-4-0.0-2-21,)12:0-3-0 0-1-81_ LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) [/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TG 0,75 Vefl(LL) -0.29 16-18 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.85 Vert(TL) -0-75 12-14 >609 180 BCLL OO Rep Stress Incr YES WB 0.49 Hoiz(TL) 0,17 12 tVa n/a BCDL 10.0 Code FBC2014/7PI2007 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6- 8: 2x6 SP M 26, 1-4,10.13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 2x4 SP Nat `Except' WEBS 1 Row at midpt 5-16, 9-16 15- 17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max Horz 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/1795, 3-5=-2698/1712. 5-6=-1919/1302 6-7=-1749/1239. 7-8=-1749/1239. 8- 9=-191911302, 9-11=-2698/1 712, 11 -12=-2935/1 195 BOT CHORD 2-18=- 1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12-14=-1515/2637 WEBS 3-18=-356J404, 5-18=-3111567, 5-16=-584/438, 9-16=-584/438, 9-14=-311/567, 11-14=-356/404, 7-16=-529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; VUlt=140niph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi_0.18, MWFRS ( envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL.=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=383, 12=383. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.38380 MiTek USA. `:nc. FL Cert 6634 630.E Parise East Blvd. Tampa FL 33610 Late: January 23,2018 WARN& G - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev. la,03/2orS BEFORE USE - rk,titi In v uht Ix rase adY wltl+Mile k ,nne I .rs. ibis :k shdii rs lxzu 1 nW urr n } m urerle r<sh an, ui•i Iti Ln ni hull Lki•:al f Kid itl r} ot if r nl nor a h+.isssystem Nil( , uses Iho t.uiliavl de•skjl*l luml VO111J Ihn ;1iy4i al dity 1 f.ut1n is ar 1m tr iC anti Ix1xvly inc,q `i•a6: IN, .2e sK1nnl the i:ill Gldldfn{i•#aU{}n. Wvrknl indi,:.ile,I is loptwj,v it 4 it :JIVL.i..rol rus, W,h Ind/cv <.I,-u•::I rnelntx:n •. only. A•f•illf^i,al le•nry „uuY milx.:nu•..xx ul hrr.in1 MiTek Is ih,,ayti ie Adir i 4. i tit ri41ifY :n i I ldcve:+nl 11.1nu: fib i ,ssil:>I i rs. xr.rl n}µnY :xui l>i y,rv4y dam<z<}e` tcu i#>nt'+,I }+.ii. i• un e> reGaerrtilni7 ttxz lol,dc:oli ,n. sl• a• iq,x is IWe.r y, ert'.fion KineI Lrau.+n5) of lit ms s'ind Ilia syslona se,)ANSI(TPII Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Sofety Information oo Alit 4,: Irom Im" Plate• InOtuk, 21 it N_ ree Stu-l Suites 31 2. `A 22314 Tampa, FL 33610 Job Truss Truss Type City Ply WP0215 T13030982 W P0215 A07 Hip 1 1 Job ReferencLoptional) Bulldets FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc Tue Jan 23 12 17 01 2018 Pagel ID:rbOYL.3Jo1 CV 1 U1 FgSJd63xypdA?-flJCrnGLYCeDDMHkJkdzTDlc8Z TAzyUOVA4c3czsTr W 20-0-0 i 0-0 808 134-4 19 0-0 19610 25,7 12 30 11-8 39 00 40-0-0 1 0 0B 0 8 5.9.11 57 12 0-6-0 5-7-12 5-3-11 8-0.8 '1-0-0'. 0- 6 0 Scale = t :67.9 a 03x6 '% LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x6 3x6 = 3x6 5, 00 12 G 7 8 4x6 -:: 3x8 3x4 - 3x4 r 4x6 2000 t0- 6.5 t90-0 ie 6•.0 285-11 39 0-0 10- 6 5 8,111 P6 0 83 11 10-6 5 SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ltd Plate Grip DOL 1 25 TC 0.85 Vett(LL) 0,26 16-18 999 240 Lumber DOL 1 25 BC 0.85 Veri(TL) 074 2-18 626 180 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 rVa n/a Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1- 4.10-13: 2x4 SP No.t BOT CHORD 2x4 SP No.1 'Except` 15- 17: 2x4 SP No.2 WEBS 2x4 SP No.3 jxb - PLATES GRIP MT20 244/190 Weight: 189lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9.9 oc bracing. WEBS 1 Row at micipt 5-16, 9-16 REACTIONS. ( lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max Horz 2=-116(LC 17) Max Uplift 2=-396(LC 12), 12=-396(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2927/1809, 3-5=-2698/1733. 5-6=-1894/1302, 6-7=-1692/1261, 7-8=-1692,/1261, 8- 9=-1894/1302, 9-11=-2698/1733, 11-12=-2927/1809 BOT CHORD 2-1 8=-1 517/2628, 16-18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5-16=-690/546, 9-16=-690/546, 9-14=-287/551, 11- 14=-330/377, 7-16=-675/1063 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opst; h=1511. Cat- II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2= 396, 12=396. 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 3 v d Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 13610 Date: January 23,2018 Aj, WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MW7473 rev. 1010"01S BEFORE USE 1) e %I )n V all 1 to-1 uw) ollIv 1^41h Mf k k •x,nrn h,rs. Ihls ,.ye.,Sign Is tuw 1 • •18y rtt v n I vjvinwloN sl own. i v t i K 1„t .7t Iht 11,1• tut al 1 M IDxt .:z:,n it n onto rn •I 1 o Iirtm,y%l, KAor u—, It.t txrildilg desl4)n<ar rnusl v my the (11.y4u •11.41ily of IJe )n I:r)t t . ten::ni I I mf. •exly nt nfN Ile if le-*jn III, the •.•."'will 14 hkilkfin4; ae.sign. Br<u-hhtfit, Ile :!11,,dL.totxrwnnityr.kiingofindividuolfit ssa;.•t• tn•i/or•;hor..tmenil.>"raonly. A 1d1i1•.xtitlIcntf>rxY.;m•ilx+nnanrr,lLr.x::lrx:1 MiTek• 6 olwtr^ r -) uhe-i k r tit rt irly ,x i Io f w enl Ilnhsr: with Inluty •xxi 14ol .I.ly 4_mt x)r'. For prmrnol {)ttld xt, c> rr,lTcndlrK7 thc+ Lott Ik:alf rIshrax)e, 1c II•. e.i y, ere tlon and t aa< ilII) of lim" s .Ind Ifim s7atems. &t• ANSI/TPII Quality Criteria. DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ov trt.4e:• twin Huss Pools Inslrhile. YI t N tae SlwM Suite 31'2. Alex<tn• h1.1 'A 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WP0215 T13030983 W P0215 A08 Cornp)on 13 1 Job Reference (optional) Buildets FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mil ek Industries. Inc, Tue Jan 23 12 17 03 2018 Page 1 ID:rbOYL3Jo1CV1U1FySJd63xypdA?-b8QzGTHb4puxTgR6Q9fRZeNxPN9cRrOJzUZIBUzsTrU B-0-15 13-4-5 19-6-0 25-7-11 30-11-1 39-0-0 40-0-0 1-0-0 8-0-15 5-3-6 6-1-11 6-1-11 5-3-6 8-0-15 1-0-0 v 0 10-6 8 5x6 - 5.00 12 4x6 = 3x8 3x4 = 3x4 — 4x6 — Scale = 1:65.7 LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Veri(LL) 0.26 10-12 >999 240 MT20 244/190 TCDL TO Lumber DOL 125 BC 0.85 Vert(TL) 0.74 10-12 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.17 10 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 190lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied. 1- 4.8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at micipt 7-14, 5-14 13- 15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=149010-8-0, 10=1490/0-8-0 Max Horz 2=- 119(1-C 13) Max Uplift 2=- 399(LC 12), 10=-399(LC 13) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2941/1812. 3-5=-2697/1739, 5-6=-1892/1307. 6-7=-1892/1307, 7-9=-2697/1739, 9-10=-2941 / 1812 BOT CHORD 2- 16=-1519/2625, 14-16=-1172/2191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=- 693/1080, 7-14_ 699/559, 7-12— 285/549, 9-12=-328/372, 5-14=-699/559, 5-16=-285/ 549, 3-16=-3281372 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; 1-CDL=4,2pst; BCDL=3.Opst; h=1511; Cal. N; Exp C, Encl., GCpi=0.18, MW FRS (envelope) and C-C Extenor(2) zone,C-C for members and forces R MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except fjt=lb) 2=399, 10= 399. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39360 fAiTek USA. inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date January 23, 2018 V WARNING Vanity design paramaters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MH-7473 rev 10/03,201 S BEFORE USE t k;u ln VrlifI-[ "S"! niy ailfr A40 k ::runt I,ns Itrlsd u•rn Kt.rs f ally if-nr mnnel rt sh ..Rr. mtealxar vi ir i iw 11tt1d 1hxr •:cant n nt. n<1 1 ln.Ns " Y'l-n. tkaon us", Itx+t.,r sl iuxl ;i<skllx-i must --,. IlN the •.:rrX ii •rhAitY ±( 1< eJ<1n I-".n nr .lens ,:v } I r [xtily ar p ,iutr. tl ,ts i .u 7n inl the ;,.,, rali / hulld ng #,sign. Wr ing lrxlk zrtr^ f is U • rve r xJ txu_ kling ^'t In, 1,1FAdual lam;—t, tnr 1/ol 11ot:i mernt xs. only. Ad• filr>tr:rl be mjx`I iry cX)d snu nu nl hr r:ing M!Tek is zllwirys ie full d (1r sl rl dtily on f rt, 1 rev :y I II >f eepwith [ q,ssihkI K is t-1 thitr y !Ind III t, l ly doi-rgo. for 43 `nen rl ge,V1, A i• o wgcxc ling 9") lot" fe:III n si. wI. Ie, d,.11r.nV, of, ^ Itrur on,I t w x.ing or lit &s—.1nd In Ins sysle:nn, sei(ANSI/TPII quality Criteria, DS8.89 and 11CS1 Building Component 6904 Parke East Blvd. Safety Information ,._-rw Al t le lu,m buss %ale lmtllule, 218 N I-, tit, -^I, suilia 312, Nerxerndll 1. VA 22:114 Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0215 T13030984;, W P0215 A09 Common 6 1 Job Reference (optional) Builders FirsiSource, Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 M Tek Industries, Inc. Tue Jan 23 12 17:06 2018 Page 1 ID.tbOYL3Jol CV 1 U1 FgSJd63xypdA?-Oj65uVKTNkGW K7Ah6HC8AG?YKaH5eHwifSnNlpzsTrR 1.0-0 6.9-14 13-0.0 19-6-0 26-0.0 32-2-2 39.0.0 40-0-0 1-0-0 6-9-14 6-2-2 6-6-0 6-6-0 6-2-2 6-9-14 1-0-0 q1 0 5x6 500 12 2x4 3x6 - 6x8 - 3x4- 2x4 3x4 3x6 Scale = 1.653 6-9-14 13.0-0 19-4 0 1916.0 26.0-0 32-2-2 39-0-0 6.9-14 6-22-- 6.4.0 0-2.0 6-6-0 -- 6-2-2 6.9-14 LOADING psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Vett(LL) 0.05 10-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0 14 10-12 999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0,55 Horz(TL) 0,02 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15. 7-15. 5-15 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lbor less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10= 583(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 402/186. 3-5=-130/447. 5-6=-160/594, 6-7=-161/595.. 9-10=-819/453 BOT CHORD 2-18=-110%30t3, 16-18=110/308, 15-1b=-353/391, 12-14=-301/b89, 10-12=-301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7-14=-153/438, 9-14=-613/467, 9-12=0/273, 5- 15=-238/251, 5-16=-355/174, 3-16=-629/477, 3-18=0/274 NOTES- ( 6) 1) Unbalanced roof live toads have been considered lot this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=42psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior(2) zono,C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurient with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 Ito uplift at joint 15, 240 Ib uplift at joint 16 and 187 lb uplift at joint 10. 6) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albano PE No.39380 fAiTek USA. Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date January 23,2018 WARNING • Verily design parameters end READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MR-7473 rev. f OrD3/201 S BEFORE USE 0 spa v ill 1 I a 11- ;I IV w111, Mllrk . , • nix I• •n Ihls d •w,r, is 1 Kai i •:x, n, inn I IoI 1 A III ilro- 7 , x,mr n .nl, nr•t iV l o mass syal .m Lit-Irxe Ina^. the trial LI n1 #rsiplxrt must veaty the or:i •It ot•NttY c:d 1e sl P I :n nu .le-.rs on 1 t n txrIiy In rt vale Il,c J,^sgln ud ^ Ilx^ •.::^vice.Iit p • IankfitIgt,•%J,,pl. EGo•N,w1 ur}r-r.le^•.i la lc•rxe eut txrc:klil U<,t inr ilvb.fu•.II tr!Iss svr•h trva/utch•x.-1 meml uas ::roily. Al fllinnol toolit w+ it y cm• ilnmm torx er,l Lnr::itIg iTek is•Ilw:rysre Id 1,tlrr"iforslot Ail IV-itIIl Ir vml colIN.se with I^,>ssil:J I Is n•:1Ilnlury•unir,l,gv1ly<icnr•k1, b:;tg,,ner(11gtief•a)(.e•re4lunlit xiihe rot 41f aik I. . t. l<xl,1 ...te.lis<.t Y. err ,. lion •.Ind t t..k hra of tit nev i II Iss "y'l,atn<, un>ANSI/TPII Quailty Cdterla, DSB•a9 and SCSI Building Component 6"4 Parke East Blvd. Safety information oy4kil,W troth Truss Plok! Instlhrie. 21fl N ray., Sit ,I. Suite 312 Neaxrnxfn.l :'A 72:514. Tampa. FL 33610 Job Truss Truss Type City Ply WP0215 T13030985' W P0215 I A 10 '. GABLE ' 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Tue ,Ian 23 12:17:08 2018 Page t ID rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-y5EsJALkvMW DZRK4DtFcGh5rZOrz6F126mGUpizsTI P 8.0-15 13-4.5 19-6-0 25,7-11 30-11-1 39-0-0 40.0.0 1-0-0 8-0-15 5-3-6 6-1-11 6-1-11 5-3-6 8-0-15 1-0-0 2 0 5x6 500 12 Scale = 1:68.6 3x6 -- 3x4 -= 6x8 24 23 22 21 20 19 18 414? 1645 15 14 3x4 3x6 — 3x6 — 61 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 39-0.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ltd PLATES GRIP Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10-12 >976 240 MT20 2441190 Lumber DOL 1.25 BC 0.90 Verl(TL) -0.65 10-12 >356 180 Rep Stress Incr YES WB 0.28 Horz(TL) 0,01 10 rVa Iva Code FBC2014ITP12007 Matrix-SH Weight: 267 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 12-14,10-12. WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except Qt=length) 10=0-8-0 lb) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24 except 14=-41 1(LC 13), 20=-278(LC 12), 15=-111(LC 18), 10=-191(LC 13) Max Grav All reactions 250 Ib or less al joint(s) 2, 16, 17, 19. 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=-52/26915-6=-122/528, 6-7=-122/529, 7-9=-470/363, 9-10=-725/442 BOT CHORD 19-20= 238t308, 17-1 9=-238/308,16-17=-238/308, 15-16=-238/308, 14-15=-238/308, 10- 12=-273/597 WEBS 6-14=-679/389, 7-14=-728/578, 7-12=-313/589, 9-12=-369/402, 5-14=-308/323, 5- 20=-1851252,3-20=-360/412 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VUlt=140rnph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. 11, Exp C, Encl.. GCpi= 0.18, MWFRS (envelope) and G-C Extenor(2) zone;C-C. for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24 except jt= lb) 14=411, 20=278, 15=111. 10=191. 9) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 IIATek USA, Inc. FL Cert 6634 8904 Parke East Blvd, Tampa FL 33610 Date; January 23,2018 WARNING - Verity deslpn parameters and READ NOTES ON THIS AND tNCLUOED MITEK REFERANCE PARE MIF7473 rev 10ADW015 BEFORE USE Des pn nalki ba use only u4th Mllek ,.nnna' b,rs, this k si 1ii is t e]s I only rH `n 1 INA 1 Irm sysium. KA,o1i" w" Ihc; I,raldugt •:ieasi4,iner musl i-nty It - -It ,r4r al:dlity o I A,Mun 1 i l re liy u1 oriK (1e II n f si;7n mt. Ihr- ::r., iall 1t'I I; lildint)-k>siln. fir i mplrr:flc:-1k,I is L?pwvenl Lxu kllnll'+Illit iive lual In lss w"I. ,Iridl., A, hni•. in ion'l was^nPy. A.lthollol I'm qu+1ry'it r"Ilnrnr.r,tly x.in•t MiTek' Is Always i ItAr, I lot sit 1t 4hty arid 1 1 w -r nt (, 41,4,w with I ssila I i itot it lury and 1 a„Ixirly •::f, In ir'!. 14x 1 a1et:1I guh f,xx e re(1':n• tiny the I I'll -Ilk. n, sl loi;,. !e Iraay. <. n . Ik,n and hr-x illo of liuce s: and hus., syskn—, e eANSI/TPIi Quality Criteria, OSS-89 and BCSI Building Component LI 6004 Parke East Blvd. Safety Information 'ry 111.rtilc from truss Plolr. Institulra. ?Its N. [,w Sb ,rst. Srliha ?I! 6Ve>xcan• lrk 1. VA 1114 Tarpa, FL 33610 Job Truss Truss Type Cry Ply WP0215 T13030986', W P0215 B01 Common Supported Gable 1 1 Job Reference (ophonalL_ Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17 09 2018 Page 1 ID.tbOYL'3Jo 1 CV 1 U 1 FgSJd63xypdA'-QIoEXWMMtle4BbuG nQmrovdBQoObl IJBLQOI LersTro 1-0-0 10.0-0 20-0-0 21.0-0 1-0-0 10-0-0 10-0-0 1-0-0 0 3x4 46 - 5.00 72 18 17 16 15 14 13 12 5x6- LOADING (pst) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0 Scale = 1.35.3 10 3x4 DEFL, in loc) I/defl Ud PLATES GRIP Velt(LL) 0,00 11 n/r 120 MT20 244/190 Ve-rt(TL) 0,01 11 IVr 120 Horz(TL) 0 00 10 n/a rVa Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. lb) - Max Horz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16. 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASC•E 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 . 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 9) N/A 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " Thomas A. Albert PE No.39380 MiTek USA. Inc. FL Dort 6634 6904 Parke East Blvd, Tampa FL 33610 Date January 23,2018 j. WARNING • Verity design parameters end READ NOTES ON T141S AND INCLUDED MITEK REFERANCE PAGE Mrt.7473 rev. f 0/0312015 BEFORE USE k*sl4Nr r 71t i f r !.Ise :rAy with Mlle k onr>F <-Iprs. Itils •iesf{.ill Is Ixau • 1 +nly ur. n ( n<an<:1 n vh .,n, m i n I<<I of Aril ridual txrA favl <:.•:. m{ rrrrnL rx l I If.m sytih nr KA!,re o'e, lixa t rill inq :aesl(1nr`r tilml • "xrity Iha of'si Ale, it Aily, c it et%Igll (.:rr nut Ic.rs and I Ic t xrrly it •II )I:11, Ihrt 1 1 In if,lo Il to cn•eroll tnriklil ldesilln.&cs:mgurdic,a1a,ll3torx<venllxe::kIrIge4lndivtd!.r11Im We.t ell ,•::1/cv<tvmiInreml"%only. Ad101•n•::rlI('Intwa•)IV -ml11.,Ilnr:III, antln•r:Un1 Mi%k- r itways t lunr-vi I: I st rl llty on i 1 1 r rw l will) ( •cs11:J I rsonal Injury and i s^f x,lty :kmr Kt. F%:rr f7•^n lcrl ;7uki nr.E, re? P-v 1in{1 fhs fotiv,otlon, 0olo e i(divery, of — lionar and blu' aqI !:,I lrtjwE , and to Iss svUenrs a—ANSI/TPI I Quality Criteria, DSB-89 and BCSi Building Component 69Q4 Parke East Elvd. Safety Information ov Alot Je Wtm lruw PI•ate Instil"W ?la N I-! Sher•f. Sullen 312 Alexon Li j`- A, 4P314_ Tempa. FL 33610 Job Truss Truss Type City Ply WP0215 T13030987', W P0215 B02 Conlmon 2 1 Job Reference (optional) Builders FustSource, Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tire Jan 23 12 17 10 2018 Page 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN_QzmxpkTSL7H4L6AFkCX?aAOLa4lauazsTIN 1 0-0 5.5-0 10-0-0 14.7.0 20-0-0 21-0-0 1-0-0 5-5-0 4-7.0 4.7-0 55 0 1-0-0 4x6 Scale = 1 :35.3 3x6- 3x6 -. Sx8 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. TCLL 20.0 Plate Grip DOL 1 2.5 TC 0.41 Verl(LL) TCDL TO Lumber DOL 1,25 BC 0.93 Verl(TL) BCLL 0.0 Rep Stress Incr YES WB 0,20 Horz(TL) BCDL 10.0 Code FBC20141TP12007 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORE BOT CHORD 2x4 SP No.2 BOT CHORE WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=787/0-8-0, 6=78710-8-0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6--216(1-C 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849. 3-4=-997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8= 67211172, 6-8=-681/1172 WEBS 4-8=-247/533, 5-8= 354/366, 3-8=-354/366 in loc) I/detl L/d 016 6-8 999 240 0,43 6-8 5,34 180 0.05 6 Iva n/a PLATES GRIP MT20 2441190 Weighl: 86 lb FT = 20 Structural wood sheathing directly applied or 4-8-11 ac purlins. Rigid ceiling directly applied or 2-2-0 oc- bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL 4.2psf, BCDL=3.0psf; h=15ft, Cat It; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C. Exterior(2) zone,C.-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (it=lb) 2=216, 6=216. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.393b0 Mi T ek US.A, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Rate: January 23,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MT67473 rev. 10/03/201S BEFORE USE. 0oslon v ill f f l uu only ,-th MIlN, I ,rs Ihis <le `J'Nr 1, 1xIw-1 only ul vm I vmrn"q. n sf : mr, olvi is 1 r "Hi indr,14uel I ab iu,tf ,,."InI nenl. 1 ,l 0 trrrss sysit m Mow us," Ih, I. aakill ig <aesu ins+r rnusl v rrly the of 4 4w, tl anry •:: I k shin [:xa m .ter% trlii { r +/.rarly ii q x rr.11,. this d,,qqn ink, Ili:! , Vol ill Nil huV :llrrd i<s1 1n.. [A,:r ahlnxLcrlled rs l^rx,. v,anl Cxrckla,47•Irn•.aiv4.iu•.I lo..rss wmb an•._i/,x ara•a memf rns .:•nly. A•1•Llvn•:.111a.,ml,rorY <xrl r>F`nnr axnilt•rr iny Welk' K >Iw rys r liar d I, r I tl dIItY%:m S 1 t re .rrxrl ,II uis IR { •csird Ix'isonrll a51 rry •awi fx"(,,'11Y • hnn•xx t I ti1,'nFq nl ,trail a r.. re.;<m firnl the rolml::rll a, storage, d IL,,I y c)[- e. a .and I x i, Ing ::I Inrv, s v,d firm~ syslenia. ,evrANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information or: Aohlo hone brims [lofe Insfifute. 219 N Tama, FL 33610 Job Truss Truss Type Oty Ply W P0215 T13030986 WP0215 CJ1 Jack;Open 4 i Job Reference (optional) Bwlders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17.10 2018 Page 1 ID:r1b0YL3Jo1 CV 1 U1 FgSJd63xypdA?-LiULcksN _ QzmxpkTSL7H4L6AKtCINaDZLa4lauazsTrN 1-0-0 1-0-0 100 10-0 Scale = 1:6.5 2x4 — f00 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRiP TCLL 20.0 Plate Grip DOL 1,25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1,25 BC 0.01 Ven(TL) 0,00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or i -0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0. 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10: Vint-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=1511; Cat. ll; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 Mi7ek GSA, inc. FL Cert 6634 6904 Parke East Bivl. Tampa FL 33610 Date: January 23,2018 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mil-7473 rev. 10103/201S BEFORE USE Design •.• xi 1 hu isr:; ydY -Mth MIl k , cuxx . I,,m ibis :fi sign Is trasf I only ulv n 1 n.xnel n sh.:. are. kit 1 is I,.r (x jjtwjjAakjaI txrN• ltr rir • :r•nq t c rir n.:: 1 truss sysl<•nk &:+teri tr-, Itxx IAirding atasktnCl niusl my Itle <.H:Y di : tl.>UIIY of i skAr I : rs • ..:)I ii-,! irvi Iv ,Ix-yly in xl laic° Ithls iesil Ink itre .-.ver!11, building k sky)firer: krg indkall,••i is t„ I:wwv ni txrckHlrt7 ,of 6dividuol trum-•.err•t• lrlevntxmonily. Ad, lifi-of le ml", Ify cxi•.11 x'rtn.:arlml l'foA 1 MiTek:• is • always roertilroall loi sl 4dilly kv),j to If,orjl {I A.,se s ilh I •ssitk t n:xx11 hipily kind rx•,l ,At/ %i•:xn x10 kx 4Je1111Pil h", fell wolk, n, sl. r Hlo, <10i. "xy owf Ikon .rr,d t k t hrg or inus< s .nx] lma%s•ySt,:!m% %-,.ANSI/TPlI Quality Criteria, OSB-84 and BCSI Building Component ', 6904 Parke East Blvd. Tempi. FL 33610 Safety Information < w 8lkat d<:e L,)ITI truss rY•olea Institute:. 'tits N. Lee Stir ,t, Sulr,, '? 12. Ai,wirxfna, VA 22314. Job Truss Truss Type W P0215 CJ3 Jack,Open Builders FirstSource, Tampa. Plant City. Flonda 33566 2x4 = City Ply WP0215 T13030989' 4 1 Job Reference (oRtional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12.17:11 2018 Pagel ID:i bOYL3Joi CV 1 U 1 FgSJd63xypdA?-Mgv_xCOcBHvoCiu2furoJtKjVzb4ZJipUokV8Ql zsTiM 3-0-0 Scale = 1 10.8 300 3.0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,13 Vert(LL) -0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(TL) -0.01 2-4 999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight: 11lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Holz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2pst; BCDL=3.Opst, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed tot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thonas A. Alban PE No.39380 MiTek USA. inc. FL Cart 6634 OU Parke East Blvd, Tampa FL 3361,3 Gate January 23,2018 Aj, WARNING- Verfly design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M*7473 rev. 1"312015 BEFORE USE In-Jgnv71iir luse Ny itilMilek nn< I m lhlsdl%rn Kt•lw i"I'ly q v)n I v.i1tI'r<III iryihAAvAtvrejolt] on l Ix-nt roe NilrInMsytteiBelowlM1i:skp Pr- L: nl ]bur t I musl v m" y th • it r II rl41IV <:,I i uS1n {xn rmc I "I< •:.ve i I v, q K+rly ur q r lke Ihtt i-lKln v I tt ve nA btdLiirq, r doslk,n. Brae lnrl m•.}Ic•ate .f is l I:,rett.nl lvrckilml eA it,flvtdu it In s, w,.t rn• f/of crCK n l n -,ml v is mly- A ,fW,r ai le nlr"Ir rry <x, t i M!Tek Lt xwoys t 11lied Ic i tt rl witty an i 1 t x . vcv I JI gse, will rw>s,Ur,l I Is ool fnliny ond rv^I amity :i•:xrt tie. rut Sleq,< r.rl Ptd t av , u gan qn l tt,e I rtxo-::crrk n .t asr1le, doli oly, c11 tl. n and t vcr.n tsl of irtlw, ond Inlet tyth+mt s—ANSI/TP11 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East BW Safety Information ov.4kaCJe hem Itums IM•rlr, instlluler. Yin N lo, Sin t 1, tiuil, 17. Aleax,.xx1n•r VAM14, Tampa, FL 3361•.0 Job Truss Truss Type Qty Ply W P0215 T13030990 W P0215 CJ5 Jack, Open 4 1 Job Reference (optional) B(liders FirstSource, Tampa, Plan[ City, Flonda 33566 8.130 s Sep 15 2017 MTek Industries, Inc Tue Jan 23 12 17 12 2018 Pagel I D:rbOYL 3Jo 1 C V f U 1 FgSJd63xypdA')-r1TM9YOEya 1 f22di SYJYQXFbb? Mv263d 1 O E hyTzsTr L 1.0-0 5-0-0 100 500 2x4....-.......... 5-0 0 Scale - 1 14 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.39 Vert(LL) 0,03 2-4 999 240 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0,26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf; BCDL=3.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C. for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albans PE No.39380 MiTsk USA, Inc. FL Cert 6634 904 Parke East Blvd, Tampa FL 33610 Date January 23,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND WCL UDED M1TEK REFERANCE PAGE MH-7473 rev 10N312015 BEFORE USE I Ijw niy 01h MIl k ..nrx f is INS rt I vm fowdy ury tI tjn i is 1, a ex, uuflvl full fart ftl Yea i.omr nonl.—I Nil' t tnrSS s{Stem liea:ae uu, il>r fxtll iux7 #.us7rk.r rnusl..rlly Ilx •tit Jb rl •ai1V rd f uqn r:rr to a t. rs <.rn i I rgKaly in ,q ,rafe, ri to k sF rn rnt the n•.e.i ill AIYfTtKril•finy i xs11+n. to ei•Ntt] htefp:rFt.: f Is to rxevrnl I:xrcklinEf >I ir,<1ivL.ltda truss.+,^rt • an%:1/or c h v..f nr<:x nt na11y. AJdItl-a1•al IE'mp rory cxr.1 (.n nnanex111 •i r:in•r i lek' l iha._rys r T iIr f k.I tt 1t dlily :m i 1 tut?venl „II,H>, :uith [ svld r it n;l tr kx { arrii Guyv •IIY <kmr Nlc. r.r ,;trn tan-tl gtdd ru r ragardfnS) Ih6 fat. r,V, 1fk n. s1 [. ig" Je 11. -xy, e-sir .Bcv, and I v x rnt) <:-1 111jwW , eim) Inru lyAt< if z, s<..ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6304 Parke East Blvd. Safety Information a,ctll• t ale from trust H. ll, lmfifule. 2111 N. I-) Sti il SUwilo 31'?. Al,+vrndn.r VAX,, 14. Tampa, FL 33610 Job Truss Truss Type W P0215 EJ7 Jack -Open Builders FhSlSouice, Tampa. Plant City, Florida 33566 1-0-0 Oly Ply WP0215 T13030991 Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17:12 2018 Page 1 ID:rbOYL3Jo1 CV U 1 FgSJd63xypdA?-rtTM9YOEya1 f22drSYJYOXFXT?JT263dI OEhyTzsTrL Scale = 1 18.8 rbM 3x6 7.0.0 7.0-0 Plate Offsets LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in foc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.66 Verl(LL) 0.10 2-4 >772 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.24 2-4 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight: 23lb FT = 20% LUMBER- - -- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (It)) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3,Opsf; h=15tt; Cat. If: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=ib) 3=102. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code." A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M@J473 rev 10103MIS BEFORE USE r>F shin ill 1 f .ruse ,rd4 .adth Mik k uv1c L,rti. I1iis •: re,* Ri Is I vr, • f ol,ly tit: n t sIN. s1, i it i is 1 1r cR 11111vie Mot I vtl iinti c 'nq. .R IA reel o Ines sy'rnit Nqow tm:>, Iha t. url iln41-4esylnei must v«ify the 11'jill, col Ary ('I •4esi4#i Ixri r. Ie.Is •:Rr1 PI•,I" IV i e oi[ •idle. this desgln Into thre o:a+I•all hrdldUi 1 b•srclr . (G::x a-a indk::,:rl<f 1S 1•--> rarve:N rxu;:kiRi41 f inciNif-ril true +; ,I ..nidk:r hor 1 nuaml Kers only. A i•. iltl>nal le rr,1 a•nY xi i lrnnan.nt hr raid is Ilw lys roquire itIns shilillly <iIi i to prevent olkir>se., with t4.%O,l, 1.,,t onol l iµay :ai:.i 1-wgx`Ify d(xii iiii^ for tiif`i rcncil 9ula, sine te•1<n •.ifnil Rxa hihlfo:_ rtk t %I, assjo • iofiverry, ear ilto i and I urn ing of hi issrn rx?::f titm systems, SeeANSI/711 Quality Cdterla, DS8.89 and SCSI Building Component Safety information o,A itAe Iron) ln,ms rllok• Insfllulea, 7 ni hl Lera Sire r•I, Suite .412 N<x•.uv in.i ; P. 'L2S 14. Thomas A. Albani PE fso,39380 MiTek USA, inc. FL Cert 6634 6SU Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Idt MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Tt LISS W P021 S HJ7 Builders FirstSoulce. Tampa, Plant City 1-5-0 Truss Type Diagonal Hip Girder Florida 33566 5-2.9 5-2-9 2x4 = 2x4 City Ply W PO215 T13030992 2 1 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc Tue Jan 23 12:17:13 2018 Page 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-J31IMuPs)u9WgCC10FgnzlomAPdinVjnG2 FUvzsTYK 9-10.1 Scale= 1 21,2 Plate Offsets (X Y)-- 12:Edge 0-0-6) LOADING (psl) SPACING- 2-0-0 CSI. DEFL- in toe) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0,40 Vert(LL) 0.05 6-7 999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0,61 Verl(TL) 0,13 6-7 841 180 BOLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 Iva rva BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 40 lb FT = 209b LUMBER - TOP CHORD 2x4 SP No.2 BUT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0-10-15, 5=288/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2=-145(LC 4), 5=-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/218 BOT CHORD 2-7= 276/707, 6-7=-276/707 WEBS 3-7=0/308, 3-6=-761/297 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3.Opst; h=15f1; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at )oinf(s) 4, 5 except Qt=lb) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 Ib up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14. and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb dawn at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5_ 20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, 6=-38) 13=-36(F=-18, B=-18) WARNING Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev 1"3/2015 BEFORE USE l 1e•si{dn t dl ] (r user nlV .h1Yr Ml Ir k xxtw 1- rs this : i skin n 1 Kxe S only ul:xn l n-in sal n sh :art in S 1, i, •r tin Irr SI 1 A sal 1 Aril 1hr -1 %onnl i tr nt, r-t a hens sysie.in fie kve 1!S< the I:udl ihxl :1c+uc}nt i nuxt v dfy the •.tl g Ir it ilih to k ti 7n rsar nne leis <m•1 I it gvxly int „q n ih thn .#•u4m hit Ih - .>vrrall t xnlctlrKl lt'zi 1n. f3ra•ht tuo-iL::ah,.igt>lxewt:nl hrc:khntl •I lnilvi•.hr al huts •.vul• rid/,: i .;:Ix.r..S merit+errs oniY. AS•tlibal•..il leml rnY .initx'n rims±nl ht•x::inc1 I t I i t^ t Jb • itt .lt Je w•rt,•ruil ntisv •xri a"l. nv d in •K.)e- Iris iegxa it th deka lr.F reyt lino flat Tr^ omas A. Arbani PE No.39380 fAiTek USA - Inc FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MR Mire January 23,2018 is ih,<iy% i lulu d h. r t it t 1 Y at I r ,ven it s,,. w r t 1 . - .. ( - r. .. _ 1 , .. k1hice0k n, al r->;te, d"I ety, er< Iton rmd hrnc Intl ^f tnrsu m n, I hums wdean 1-iANSI(TH I Quality Cilterla, DSB-89 and BCSI Outriding Component 6904 Frrrke East Bh d. Safety Information ovtllol C, horn tits Flatu Instlhde, 218 H 1-, Mt. At Suite ill. Al, rzY,Im Jrlo. VA 22314, Tampa, FL 33610 w p D Oo , can CO cn A m 00 o v z D x m IQWm (DD s fl fl. D o @ D -m c a z m Co o 'mom o 4 n 09"00oj a C2Z3m r m°gym Cy. c Q 02i O N O 0n C O cD O (p fl D ( G v3 Qa T 5 Dv0 cam 6 y 7N Q Q C '(wp). tDO(0 06 z Q ( D ( DQ C2 AOQQn' n' O -03 D(2a-). 7 (NDOO QN° «Qos G 03(0. c O (D -0QC (Q Q (D _T cn rD T W* O ' DQO OO 3C7<D<D i NOa O Q n U< O D . D 7O NC O Q U p O C Q 0:3 Q 4 i c0 N O z o T n TOP CHORD m r crawD z u oDOVC 7C) D z C n CD Q a n-0 O D9mQ 3iDD22 m u 0 : DO< Dn z D' CZ6DO`- D v(D C D z D O ( D X ti no mo m Q a. ti o G 3 oNG a K Uc3 5Q () r D m SS> D C a a (D a0 3Q QQ aC_ n(N 6 a C, JQaa S]p 0 Qn ( D mo— m ' m QtT a s a ' R;=uC`', mom_ m N O ii c a O ' 4 DO G 3 CT- ,D y ( Q D ( n Q m Dm -ca @a(^ (DQ p(v" ro >IItD < O a (G (U Q' p Q O m(( D c p a) a 6 Q O U 3 CZn a (Q 75 Q Q (CC, N y 0 33aG c ° m cr DQ - a :3 m ar, za Q aJ 6n uQ mN • c J cn 6 O j D <" l/ ^ oa o p N oa as m ° (t> < Jim m Q =. m m T(? g a y va ao h om aj ° Q- `V asNma _, a m a s o o c> cs cp ( C p = D _ Q a 0 i? - (n pZY p D cD n° m m a N m m air t 119 m j a " O O L a- Q. (y (U 'a CT 6 a < c) 0 D D m ui Al r le l (. I ;. Permit # City of Sanford Building and Fire Prevention Product Appro Specification Form 18-1405 Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinq.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product C escri tion(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla meets TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 l r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products J' Applicant's Signature „SL. Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approvald,bpr x USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 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 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect EljU36 R2 Eguiv (b) Eauivalency of Standards.odf https://www.floridabuilding.org/pr/pr_app__dtl.aspx 1 /3 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # 15036.1 Model, Number or Name Description a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.Ddf 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 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door j 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration,. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FLlS036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.3.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 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 ! d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.4.pdf 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 15036.4 for Design Pressure Ratings, any J FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use ':. Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) In5t 15036.5.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 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf 15036.6 f. ClassicCraft Fiberglass Door ! 8'0 "Non=Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration if Use Installation Instructions ad for use in HVHZ: Yes FL150-6—azi) (a) tns 036.a 41f ad for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Resistant: No Created by, Independent Third Party: Yes Pressure: N/A Evaluation Reports See INST 15036.6 for Design Pressure Ratings, any FL1503(L g2 AE (a) y! 15Q36.6.ndf al use limitations, installation instructions and product Created by Independent Third Party: Yes rs. https://www. 1 /2/2018 15036.7 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.7.E 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 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. g. ClassicCraft Fiberglass Door 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.2df 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 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.92pdf Created by Independent Third Party: Yes 15036.10 j. ClassicCraft Fiberglass Door '8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wi< 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 licem under Chapter 455, F.S., please click here_. Product Approval Accepts: M93M EE M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry CP O. Box 230 Vah ico, FL 33595 Phone 813.659 9197 Florida Board of Professional Engineers Certificate of Authorization No 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc, Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E egBtRtgayr Signed & Sealed by I `» rpm Lyndon F. Schmidt, P.E. No ? i •. r' e` .• S f s Lyndon F. Schmidt, P.E. f •, FL PE No. 43409 C '• O ? 4•" rj` ; 10/16/2017 r dr aL tl,,, \; IHERMANTRU° DOORS Classic -Craft: FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone' (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outsvdng configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHZ" ( only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET If DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Bill of Materials & Components r_ 37.5' MAX. OVERALL WIDTH SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.5" x 98.0" 75.0 75.0 OLITSWING 37.5" x 96.5" 75.0 75.0 ITT N 0i 6m i ••' tg. o o ao 00 U N • f Z VoZ0me V N= m u a g `o admaaml4 O g o = O yE b N: DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK OHK. BY: LFS DRAWING NO.. FL- 15036.6 SHEET I OF 7 EXTERIOR 46 zY'p 6m d-• ;yy Rio' O N .. d n Ern o m c w INTERIOR 46 N a Nv o 0m 1/\ a maav q 14 Q 1 HORIZONTAL CROSS SECTION $ ; S Z 36.0" MAX. 2 o . a a. DOOR PANEL WIDTH o 2 0o w EXTERIOR INTERIOR w 4.11" m o 30" o 0 w I I 0 a w E d m m o LZ O e U V V 4Y N ry V h otr z h oO n b NI W 2 2 a naa o c DOORPANEL 0 40 Classc croft a LL — P ^ NOTE: WOOD DOOR COMPONENTS: OAK (SG>=0.67) Z 45 ry-Z Z oA.e:02124112 z z E BOTTOM RAIL scue: N.7. S. HINGE STILE 45 2 VERTICAL CROSS SECTION DWG BY: JK mW 2 CHK. BY, LFS 3 E GRAWiNG NO.: N FL-15036.6 0 N SHEET 2 a 7 v PA W E I.1/4"MIN. W n 41 20 A ° d * `Oem QOUn U N •• 8 ( o v mzaa g Emzu21O7 l ` N g `u$ 9o`oa INTERIOR I \ o` N+ an d (L m Eo 1 U)— 0 03II° o 3 I o 17 z c 0 EXTERIOR 9 wV s pv 3 HORIZONTAL CROSS SECTION LL < o 1-1/ 4" MIN. 3 5hownw/1Xsub•b ck I-I/a"MIN. o KI EMB. (TYP.) 3 4 5 EMB. (TYP.) 4 4 4 C Q 0- nDa B 0. 15" 0. 15 C'SINK C'SINK m T L (TYP.) (TYP.) L o • 1 1' ZO ZO 1 it t e I n a N N z 8 o W o io I 7 INTERIOR INTERIOR I% ! 012 s 1 I • ° w EXTERIOR EXTERIOR 10 1 K N _ 2 J Z 4 10aTE 02/ 24/1 L 1 27 9 O SLUE. N.T.S. 1 owc er: JK C.X. er: LFS HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION o -0 3 Oufswing shown -inswing 3 olsuol pproved n • insw ng FL— 15036.6 also approved SNEn 3 or 7 EXTERIOR ,---ff— INIU OUI 1 VERTICAL CROSS SECTION 4 Outswing shwon - inswing also approved see general notes,sheet I for'HVHZ" Water infiltration requirements yy• 40 s 0 CSC 2 mNi4'Oom Y Gj:a tPn on oid s e •' n OE. Z O Za V} O6 4a VN Nn 7 Cm EXTERIOR %f INTERIOR 2 VERTICAL CROSS SECTION q Shown w/1Xsub-buck 31 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration see general notes, sheet I see general notes, sheet I for'HVHr water infiltration tor'HVHT water infiltration requirements requirements m dCI LL O m 02124112 zc LE N.T.S. By JK ev LFS 3 FL-15036.6 e a or 7 ,p MASONF OPENINi I 2X BU0 BUCK ANCHORING for DP <= 48 PSF STRIKE JAMB MASONRY J OPENING FRAME 2X BUCK I to TYP. HEAD JAMBS i f. 3 3 N MASONR OPENIN( h n 1 2X BUCK y n FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITw ® 1/4" 1.1/4" 2" 4" TAPCON ELCO 4 1/4. 1-1/4" 1" 4" ULTRACON I. Mointan a minknum 518"edge distance. 1• end distance. 8. I- o.c, spacing or wood screws to prevent the splitting or wood. MASONRY OPENING J FRAME d iC 1i U6 2X BUCK BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH d DEADBOLT DETAIL N a?^ g r• N>,; a Imo, If N On z c I zZa UmLO g'uOr^^ OJ 00. iota sc' maaT TYP. HEAD o c 0 JAMBS - j X°r V E C wJa xZIN x Y o: 0 oN O V Zo Q U m WK w GZ Oj! a yY mm FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL ye: N. T. S. 8: JK C BY: LFS I NG NO.: FL- 15036.6 ter 5 of 7 6 MASONRY J _ TYP. HEAD OPENING & JAMBS I Y f FRAME i. pC H I BUCK F — TYP. SILL STRIKE JAMB FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT 7O MASONRY EDGE TO ADJACENT ANCHOR. ITW a 1/4' 2" 4" TAPCON ITW VIC 1.1/4" TAPCONO I. Maintain a minimum 5/8" edge distance, I"end distance. & I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB MASONRY OPENING FRAME I X BUCK LATCH & DEADBOLT DETAIL Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF 6" II- ` 15. o f : z uQna i •••''•....... 5 j iinmm ZETTI1 ft O n m z° U N z 0 VnErnomc N u g J 6 o a 9 oz c tj X Y Q U mO U O x a Ln zZ in > c[p U> tim a ¢Owv c, a a a a HINGE DETAIL D-1E: 02/24/12 SCALE : N. T. S. DK By JK CNx. By. LFS D(f/.WING ND.'. FL- 1,50-16.6 sNEe 6 or 7 3a N n VI GZ x O N I •'••• J O m 0 4 2.36" --I o o i 1 U R ZZEcepmo Z H n j d a aEADdSIDE 19 20 ro a a m a a Jamb Y O 0Z E o° y c, b a V-- 2.2U' — —1 11 11 0 c' W W 4.d3' 1 1- n r Q z Mg m o BUMP FACE THRESHOLD LOW PROFILE W N a31 Q J 0 m 7o 1 0 ai 5.75------i a h mr_. U U mm n a N N z Wi gy331E11ADJUSTINGSADDIETHREHOID p h 7N_7WEe0o 4,W ----j as 2.36" o-o Z U DATE 02/24/12 i SC\E: N. T. S. i i owc. 81 JK39HIGHWATERDAMTHRESHOLD cw. ev: LFS ? DPAWn ..w.: a ry FL-15036.6 0 SHEET 7 01 BILL Of MATERIALS ISM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 _ WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4"SHIM SPACE W000 D 1/4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3l16" X 3.1/4" PFH ITW CONCRETE SCREW STEEL H I /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW _ STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 10 X 7' PFH WOOD SCREW STEEL l 8 X 2-1 /2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME] STEEL KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL HEADER JAMB (PINE) SG >= 0.42 WOOD SIDE JAMB PINE SG >= 0.42 WOOD KWIKSETDEADBOLT- SIGNATURESERIES 780 STEELfLATCHSTRIKEPLATESTEEL DEADBOLT PLATE STEEL BUMP FACE THRESHOLD LOW PROFILEALUM. WOOD DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WITH YIELD STRENGTH Fy (IvtIN.jER 6,000 PSI THERMA-TRU — FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Poor w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc, Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. R ' Q° Signed & Sealed by Lyndon F. Schmidt, P.E. t Lyndon F. Schmidt, P.E. e FL PE No. 43409 s: 10/16/2017 z z E E THERMAITRU' DOORS Classic -Craft.. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the A Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (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. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TAKE OF CONTENTS SHEET # DESCRIPTION I Typical elevations. design pressures Is general notes 2 Door panel details 3 Sidelde panel details & Glazing detol 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B Frame anchoring - I X buck masonry construction 9 Bill of Moteriols & Components r53. 13" MAX. OVERALL WIDTH -- I U O z 33 z O w S}w w w o > xO m "? i I I UU O' p.. QSj In,n N o Y• n n a0 z eo U N •• Zo.0Emmo N o uY d oQ Nn cm maaW s4 z V o C Wera SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUTSURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 sME: N.T.S. owc. er: JK cHK. rr: LFS FL- 15036.7 Cr 7 or 9 EXTERIOR Z qQ Ern y. of n 1111,111 10 0 N .. n 0 a Y' z oZciEmomn INTERIOR 46 N n g Q 4 m a maa4 1 HORIZONTAL CROSS SECTION o c 0 o° cZ ui 0: 36. T MAX. 2 O e DOOR - PANEL WIDTH 2 0 J o 0 EXTERIOR INTERIOR I VI S W 4. 11" W m o w i Nl VU mm8e } L 0 V e I 10P RAfI LATCH STlli o 0 N ho, w o Z ZtoI b 4l O O jy C 1 1.49" b v DOORPANEI I d0 ClassK; Graff -t--- w a 4 NOTE: WOOD DOOR COMPONENTS: OAK 1SG 0.67) 4S zn O G Z U N WE 02124 12 2 SCALE: N. T. S. c HINGESTIIFdSBOTTOMRAIL2 , VERTICAL CROSS SECTION owc. BY: ,JK m 2 CHK BY: LFS 3 ORAWNG NO.: a FL- 15036 7 0 SHEET Y L of 9 O 46 26 23 i•r $ vii rn L: n EXTERIOR Jy 6Z dm 52 1r•. y ran 13.75' MAX. i * rrrtl i 6 m 6 PANEL WIDTH 52 kSEE st ou of •• Z 7.17' MAX. — INTERIOR 51 r. mwZco.l.o. gwloTHI— p I NOTE 1 46 N a nj d r a B V m a a i 0 1 \, HORIZONTAL CROSS SECTION g E o u cWN 26 23 5" GLASS _ SITEBITE 5" GLASS o w< O ' 23 1 /2" MIN. 26 I/2"MIN. In t! 2S GLASS THK. 25 GLASS THK. N J ¢ z EXTERIOR EXTERIOR aQ sswo 251Js" 25 o a 3 TEMPERED TEMPERED G o o rnoGLASS GLASS EXTERIOR INTERIOR 1.>` o a b l -- AIR SPACE AIR SPACE J moil INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED 25 GLASS 25 GLASS 29 18 N N V /JGI GLAZING DETAIL GI GLAZING DETAIL 18 29 w z O J Sinsulatedglassw/ 5Insulated glen w/ smc life frame pvc lite Nome SEE NOTE I b N Fn w A 22 88 3 41aSIDE(! 1E PANEL I SO c NOTE: w000 SIOELrtE COMPONENTS: PINE (SG >= 0.421 51 Z Z. TIfDOE, 02124112 NOTE: -- 1.53" 1.53" a 1. Spacing for item # 18 8 #29 (lite frame screws) is scxf: N. T.S. o as follows: From the bottom up on sides: 6.5", with SI SIDEIRE TOP 6 BTM. 51 SIDELI/E STIIE owa BY JK 7) morespacedat9.88" o.c. there ore (2) screws Ror 2 cw V. LFS both topandbottom2.13" in from each corner. VERTICAL CROSS SECTION e 3 ow,»uac 40- FL-15036. 7 snEE'r 3 or 9 v SEE NOTE 1 a° a a d " I v I C'S'INK s PP.) B C 1-1/4" MIN. T HORIZONTAL CROSS SECTION EMB. (TYP.) -' q Outsw ng shown - inswing olso approved 5 4 3 -- 3 Y 4 6 6 6 5 5 INTERIOR EXTERIOR OTC: I. The sidelile is direct set into the jamb with (12) item #M (#8 X 2 PFH wood screw). There are (4 of each vertical jamb from the top down at 13.5". 31", 48.5" & 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION Q Outswing configuration 1 EXTERIOR SEE NO 4 HORIZONTAL CROSS SECTION Q Inswing configuration 1.1/4" MIN INTER EXTEI 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved o`. S•0 * CO&•<:-z W.zd i YtJ•_ N Mj 0nm2ll*It, U N Z 0 ZnYEm U m oo NaN 740m m a: CL rK S 0 E vZ W o C a p o Zo N ON tiWig xow 05 a U 1.1/4" MIN. U 0 0o a EMB. (TYP.) n. a OATE: 02/24/12 i SCKE. N. T . S. C DWG. EO': JK CHK, BY LFS 3 FL-15036.7 SHEET 4 Or 9 a o 51 m Nilj. INTERIOREXTERIOR LE: N. T. S. gr: JK er LFS WMC NO.: FL-15036.7 E, 5 OF 9 M v v . e . v A C M//\ rn z i SEE NOTE I U INTERIOR Jam` yf"'"- EXTERIO 1 VERTICAL CROSS SECTION h Outswing shown - inswing also approved INTERIOR SEE NOTE I I M ; EXTERIOR 3 VERTICAL CROSS SECTION b Outswing configuration z Y a m w EXTERIOR SEE NOTE 1 C 1 zd f w INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration e n o e - SEE NOTE 1 INTERIOR - -" EXTERIOR W• om dignyg a m 11rlilt It V Z W 1 od u O a O Z VENzmc o N 1 inn Lm V 0 E 0 u cw 2 VERTICAL CROSS SECTION o z 6 Shown w/1Xsub-buck o CD to NOTE: 1. Anchors oss'y thru head and ti a chi sill at 4" in from each comer end. I W O I al 4 VERTICAL CROSS SECTION 6 Inswing configuration E 02/24/12 ? LE: N. T. S. BY: JK a C BY LFS 3 C NO.. a FL-15036.7 C e 6 or L g 4 3" ---I q" jc a I I I I 1 SEE DETAIL 1 d MASONRY TYP. HEAD JAMBS MASONRY OPENING TYP. HEAD JAMBS 1OPENING MULLION SHOWN FOR t / TYP. FRAME REFERENCE 2X BUCK j ONLY CL: f O 2X BUCK- I Flyp- sLL N 1N BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete onchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors a may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON® ELCO ® 1 4 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON W VUU 31-KC" IMIALLAIIUN IVVICJ. 1. Maintain a minimum 5/8" edge distance. I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB LATCH d DEADBOLT DETAIL III W SEE DETAIL 2 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 63 t OUTSWING 64 i INSWING 63 DETAIL I DETAIL I Attach surface bolt Attach surface bolt strike plate to frome strike plate to from DUTSWING as shown (Outswing) as shown (Insw ng) INSWING 6$ 66 r 63 63 DETAIL 2 DETAIL 1 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) nm 0 Y1J• z c m n r 6...... Z O m O O n Z E Z 0m p j C WnonaaLon0ac mda o CO E o z CJ u c Wa HINGE DETAIL maE.02124112 SC E: N.T.S. DWG. BY: JK CHK. BY LFS DRAWND NO.: FL-15036.7 s,EET 7 or 9 MASONRY OPENING i FRAME I X BUCK a - —\SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING MCONCRETEANCHORNOTES: _ asonry 1 X buck construction 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to montorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1.1/4" 2" 4" TAPCON RM TAPCON® 3/14" 1-1/4" 3" 1. Maintain a minimum 5/8" edge distance, I" end distance, d 1"o.c. spacing of wood screws to present the splitting of wood. HINGE JAMB 28 a M OUTSWING V INSWING z O dm fir'• 6J , °' JL 111I•Itl o n m i M OUTSWING a N' O o U o Z INSWING / Y ^ amn U 8 0 ° m ` o a o4tm a ma(L V\ 8 8 0 o= LATCH 6 DEADSOLT DETAIL O 8 3d 67 I o 63 DETAIL 1 Attach surface bolt strke plate to frame as shown (Outswing) 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) HINGE DETAIL 63 Nk DETAIL 1 Attach surface bolt shike plate to frame as shown (Inswing) 6a 63 DETAIL 2 Attach surface boll strike plate at the threshold Inswing) LE: N. T. S. o. By: JK 8: LFS G No.: FL-15036.7 V 8 or 9 OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 IX'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-10 X i-1 /7' PLASCREW STEEL H 1 /4" x 3-i /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /d" X 33/4" PfH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 7' PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1/7' PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X 7' PFH WOOD SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN. = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW 7 SHORT REACH COMPRESSION WEATHER-STRIP STEEL FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4"HINGE .097" THK. STEEL 44 HINGE STILE W000 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME( STEEL 45 BOTTOM RAIL COMP. 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY( POLYURETHANE 14 I" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. ib OUTSWINGSIDELITESPACER PVC S2 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL 18 6-i8 X 1-3/d" PFH SCREW STEEL bl IVES SURFACE BOLT #4548.0" L. X .25" THK. STEEL STEEL 19 HEADER JAMB SG >= 0.42 WOOD 62 SEX BOLT W/ FEMALE END X I-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1/7' PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3/ib" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 4.56" ----- i bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH RW CONCRETE SCREW STEEL day40 " aJ o N'j Z * n4a o a! Y '6J<-co nn vN •• o o z 4 E a co c $ tvo cw N N. 7 Q c moaaw LL cW a o a 46 c Jca o wwo „ J ¢z P =0_ N O m a O V I k 0] of m q a a(PINE)a; a E o J m z mm N 2.20' --j I w w to 2.17' --{ L 1 n I —1 2.36" 4.6Y 1aaHEADISIDE I1920Jamb O OUTSWING SIDELITE 1 BUMP fACE THRESHOLD LOW PROFILE - 2.59' - - — 16 _ w m 4.56" • 2.15" - F0 e c !- 1.68" 2.14'• ._.. _ I r--1.68" 5.75' W%moL Z U z r < 1_ oaE..02124112 i o n -1 xuE. N.T.S. a o. - _ JK c 0.53" -4 T { -- .53, owc e m LFS 3 ENSWINGSIDELRE "' oawiNc Ho. 39 HIGH WATER DAM TNRESHOLO 1 SMLC UP LITELRE FRAME IS SPocer 26 PVLACSTIC UP UTE FRAME S3 SEIf ADJUSTING SADDLE THREHOID N FL-i5036.7 0 SHEET 9 OF 9 N J C BILL R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O Box 230 Valrico, FL 33595 Phone 813 659M97 Florida Board of Professional Engineers Certificate of Authoriavion No, 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-1031-4 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products C `,• within a quality assurance program that complies with ISO/IEC 17020 and Lyndon F. Schmidt, P.E. Guide 53. w FL PE No. 43409 g 10/ 1612017 Sheet 1 of 1 B THERMAITRU' DOORS Classic -Craft FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies wffh FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edqe of canopy or overhanq to sill is less than 45 degrees. TABLE OF CONTENTS SHEET It DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Verticol cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Materials & Components 68.5" MAX. OVERALL WIDTH -- -- 1 1 I I I I z 3 3 2 O 0 _ w w w = LL LL w o Q X. O b In a •c SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 V- n n gs 0 C; a U N •• Z U au i 9 d o a N Y m A, E09z sJQ tiW U zin oQmoo° I OW m Cr w W w w 0 ¢ c a a ave:02 24112 SCALE N. T. S. DWG, Br: JK c_. BY: LFS DR—W No.: FL-15036.8 sNEEr _ 1 or 9 G z E 41 n EXTERIOR 46 1 , o L * 0, J 0! — ^ N: i I.-A., 42 ice• cm y T. I I II *j 11 O n °0 Z y O L U °Z4 INTERIOR 46 N oa oaa 1 HORIZONTAL CROSS SECTION o Cd 36.0 MAX. 2 0 j LL r DOOR y i PANEL WIDTH 2 NJ 2 O O I V t W I ® EXTERIOR INTERIOR_ 4.11" m Q C7 1.49" I o 00 9 I UU V Q 2 eY iOP RAIL LATCH 57IIf n e o 0NN a oDinWto oa z 1.49" as DOOR PANEL 1.49- eo i NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.671 P 45' /^ v O N _ O auE- 02124/12 SCALE: N. T. S. HINGE STILE d5 BOTTOM RAIL 2 VERTICAL CROSS SECTION owc. er: ,JN 2 CHK. 6Y: IFS OPI--G HO.- FL-15036.8 SHEE7 2 of J 13.7 PANT 7. D.L SO SIDEUTE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG - 0.42) NOTE: 1. Spacing for item It 18 8 #29 (life frame screws) is as follows: From the bottom up on sides: 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION r c-r ecc MIN. 55 THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR I Sl SIDEUTE TOP & STM. Rad GI GLAZING DETAILSinsulatedglassw/ Pvc fife frame QIf--- L r— 1.53' I 5 SIDELlTE STILE MIN. SS THK. I18" TEMPERED GLASS EXTERIOR AIR SPACF I/8" TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 DATE: 02124112 SCALE: N. T. S. DWG. er: JK CW. BY: LFS DRA..G NO.: FL-15036.8 SHEET 3 OF 9 0 SEE NOTE I M 14 50 1 11 INTERIOR 1 L EXTERIOR 1 0.15" l ---I I--- CSINK TYP.) B 1-1/4" MIN. 1 HORIZONTAL CROSS SECTION EMS. (TYP.) - -- q Outswing shown - inswing also approved 0.1Is, CSINK ITYP.) INTERIOR 3 SEE NOTE 1 AJZ NI 47 40 EXTERIOR CHORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION q Outswing configuration 4 Outswing configuration TE 1 SEE NOTI 1-1/4" MIN. INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION q Shown w/1Xsub-buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 7' PFH wood screw). There are (4) of each vertical jamb from the top down at 13.5 31". 48.5" & 66' . 4 HORIZONTAL CROSS SECTION q Inswing configuration XTER101 JTERIOR a VVV „`nj ayjT J C` LL Y/ Z Q ice• 2Ot nW cow z n a0 i1tltlUc1 c 2 u Z U N P g 9q0 a a in a a v o 4 6 f 0 C0OJa C zo I N ZU NiY to tiW 20 U lb"IFIER, 10 14 O0 1iYliii7Ci HORIZONTAL CROSS• 1j) Inswing configuration U191y-z EXTERIOR INTERIOR 61 1 VERTICAL CROSS SECTION Outswing shwon • inswing b also approved 60 61 gn4V EXTERIOR INTERIOR 3 VER17CAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHP water infiltration requirements f 61 eo 7 62 EXTERIOR INTERIOR 4 VERTICAL GROSS SECTION Inswing configuration see general notes, sheet I for "HVHZ Water infiltration requirements T Z 0 00 ae TtC` ^ Yr tt a``` U N m od O 7 O Ern a m ooJCT` ai n ] co z ti maa a o,o R[CCCCCCCIa m 8 3a INTERIOR " EXTERIOR 61 62 VERTICAL CROSS SECTION v r EXTERIOR INTERIO see general nof"es, sheet I for'HVHT' water infiltrotion requirements aE N.T.S. BY: JK BY: LFS WNG NO.: FL-15036.5 Er 5 of 9 0 f_ 50 z SEE NOTE I U INTERIOR EXTERIOR VERTICAL CROSS SECTION 6 Outsw ng shown - inswing also approved INTERIOR J EXTERIOR y (/A SEE NOTE I ( EXTERIOR SEE NOTE 1 C i Z Y C c6 4,Za 11 . ri I 1 Z a a 1e 4 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIOR 5 VERTICAL CROSS SECTION 6 Oufsv ng configuration SEE NOTE INTERIOR EXTERIORRR2 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck j= NA rO cm i% W tGJ` < `Nn Z 0 Z o] O QEm ° m 0. Jcj 0. Nmdam a a4C 0 Z NOTE: 1. Anchors oss'y thru head and sill at 4" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration 0 u E 02/ 24/12 z it N. T.S. BY. JK By LFS 3 FL-150, 36.8 ET 6 01 9- p 4" 4 y 1 4" 3 II I I III IIII SEE DETAIL 1 4 D TYP. HEAD & MASONRY J TYP. HEAD MASONRY J OPENING JAMBS OPENING JAMBS SEE NOTE 1 I I L FRAME M TYP. BUCK -,,,.,I MULLION SHOWN FOR i 02X REFERENCE O ONLY I V 1 0 2x BucK-I Q TYP, r SILL 4 i I 1 I LJ BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor toble: ANCHOR ANCHOR MIN. MIN.{LEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON® ELCO a 1/4" 1.1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" 1.1/2" TAPCON W V VU J(,Kt W INJ IALLA HUN NUM): 1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. LATCH d DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L iOUTSWING 63 INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) OUTSWING 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) HINGE JAMB 63 64 DETAIL 1 Attach surface boft strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) A tiV / o q n Ern i ••. 6j r q _ ap n °° i U N': 04 o Z °za Eq mii N gC° f J p o LLNn7Lma y a O cZ a 3o° HINGE DETAIL NO0 UVZ o 0 p UZZU y z:5 go Sw tWi O O yc 0 a mm a a I0 W o^o N_O [ z L E 02/24/12 i ie. N.i.S. er: JK d BY. LFS 3 WWI NO. ° FL-15036.8 El 7 or 9 MASONRY OPENING FRAME - IX BUCK , kJ 1I SEE DETAIL I J TYP. HEAD & 1 JAMBS M TYP. F TYP. SILL 1 I I l i t SEE DETAIL 2 o STRIKE JAMB FRAME ANCHORING i CONCRETE ANCHOR NOTES: Masonry I X buck construction 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoinh. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: E J ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ti 1/4" t-1/a" 2" 4" TAPCON® ITW TAPCON 3/16- 1.1/4" 3' TAX rvt,Jllu aI W-a—LA—rvV1— I. Maintain o minimum 5/8" edge distance, )"end distance. & I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB LATCH d DEADBOLT DETAIL 67 i 00 63 1 DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 65 66 0 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) o on z N Y"' eEm a O v v U o z 4 omoa N su ouwmd anncm a a m Cl. o 6 ov°zucLi 8 .ia RfNGEDE7All 63 i / I I 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 _ Attach surface bolt strike plate at the threshold Inswing) DATE. 02/24/12 scALE N.T.S. owr, er: X cHx. By LFS DRAWNG NO.. FL- 75036.8 SHEET B O 9 IV, 11 MATERIAL X. o Lg: ^ N # O ZJn i os q o m v-'• .:gym, ` n . J O o m it UN •• Z 0 Z Un Ea mo cv£ui 9ooa v, ° Ni maam 4 cooZ W v(MIN.) o° a 0 o ¢ o ww J az S s o W N OU a 0 U m 0u0 a a a aE N } 00 J J m a 4 mi n a NN v 2.20 -- zwwO 1 2.1r ----..--- ti y f oo o---- 2.36" ---i a a 19 yp HEAD d SIDE F- 4.63 jJamb g OUTSWING SIDEME a 4.56' ti— 2.59" — 16 Space(BUMP FACF THRESHOLD LOW PROfILE j 2.15" s 2.36" - i--1.68" -- 2.14" { 1.68" 5.75' I o _ o t L, r_ i N-zZ -T j - I DATE:02124112CNIa Sate. N.T.S. to l-- 0.53 39 HIGH WATER DAM THRESHOLD 23 SMIASTIC UP LITE FRAME INSWING SIDELITESpac16PPVLASTICUPLIEFRAME ; 33 SELf ADJU NG SADOLF THREHOLD FL-15036.8 SHE[ T 9 OE 9 BILL Of MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC 8 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D i /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3.000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEA080LT PLATE STEEL F 1/4"Xi-3/4"TTWCONCRETESCREW STEEL 29 8-IOXl-1/2"PLASCREW STEEL I 1 /4" X 2.1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1/2" PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 7' PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN;. 125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN. = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD_ 10 10 X 3/4"PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.91bs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 1 S INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. I b OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 i/7' SURFACE BOLT SPACER STEEL 18 b-18 X I.3/4" PFH SCREW STEEL bl IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 19 HEADER JAMB (PINE] SG >= 0.42 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1.3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 22 i /8 THK. CELLULAR GLAZING TAPE 65 3/I b" X 2-1/4" PFH fTYJ CONCRETE SCREW STEEL 4. 56" - 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/ib" X 3-3/4" PFH ITW CONCRETE SCREW STEEL R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813 6529197 Flonda Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 AT] 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies - with with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by THERMAITRU° Boa: Classic -Craft, FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES l . This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"FfVHr this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 7 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product is required to g be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. z 5. For 2x stud froming construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors meet water infiltration requirements for "HVHT'. S. Inswing configurations and outswing configurations using SRI items #31 & 433 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edae of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET R DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections q Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 home anchoring - I X buck masonry construction B Astragal details 9 Bill of Materials & Components If-- I 74.5- MAX. OVERALL FRAME WIDTH ---- I O L_ Z3 7- 0 1l W L = L Q W W O O K KQ i f E1 N a oP I I 1 I 1 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 0ur:02124112 swr: N.T.S. a G. ey: JK Cw , sy. LFS FL-15036.9 CT 1 or 9 i, 41 EXTERIOR N d T m 43 42 : d' Z m n O • C bmI ••••. z0000ffff {{ U N Z INTERIOR 46 8 Lo 9 m cc W Q h rm a a maa 1 HORIZONTAL CROSS SECTION E o? ( 36.0" MAX. 2 vl8 `1a DOOR —11PANELWIDTH 2 NJ 2 o 0 w i EXTERIOR INTERIOR N w n 4 O w LF a ^gym y O e i O X 2 10P Rg1L LATCH STILE_ ^ a v N NZvPwOO e h 22 1.4r o O a DOOR PANEL 13CbssHccroft IzNOTE: WOOD DOOR COMPONENTS: OAK ISG >= 0.671 z 1 DATE: 02124112 M HINGE STILE 4S BOTTOM RAfL ScuE N.T.S. 2 VERTICAL CROSS SECTION DWG BY: JK 2 OH«. 7r. LFS OR—C NO.. FL-15036.9 SHEET 2 OF 9v c 4 4 EMB.INP.) AN t ' o °, O n0 W z 8 ° ^sue ZOZ 21 p0 7 N[ u: 3 d o` a INTERIOR \ i ° c ` h" m a to m 4 0 C 71 3 ® 0 3 I I aZ 2 C JQ 3 4 17 3 < o Z c OC p EXTERIOR 10 9 m pNw LL 61 w =cc cc 4 HORIZONTAL CROSS SECTION E 1-1/4-MIN. i 3 4 S 3 Shown w/1 X sub -buck 1-1 /4" MIN. Z o EMB. (NP.) -- EMB. (NP.) o C D a E ' O Y 0.1$• 0.1$' C'SINK C'SINK - INP.) (NP.) L u a 8 8 N i 1 8 Q 7 ° ww o 1 7 ITTTJ INTERIOR 7 INTERIOR U 22 t ° as o EXTERIOR 13 t `' EXTERIOR 10 11, ° u z 10 40 4i010 ) wrE:02124/t2 z B 9 L 27 9 B SME: N.T.S. E E arc. BY JK d ENI(. er: LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ORAWWO NO.: N 3 %swing shown - inswing 3 Outswing shown - inswing 3 Outsw ng shown - inswing FL-15036. 9 also approved olso approved also opproved ° SHED 3 a 9 v c U 19 oy INTERIOR 1 VERTICAL CROSS SECTION 4 Outsving shwon - inswing also approved see general noTes, sheet t for'HVHT water intltration requirements n63 m o EXTERIOR • AV _••\\\ 1\\ OO INTERIOR O. 61 t - —@62 Shown w/l X sub -buck D m EXTERIOR f%.4VINTERIOR for'HVHP wa requirements ire. N. T. S. er: JK er. LFS wwc ao FL-15036.9 cT 4 Or 9 c G' omZn z c minc uo4zagsomETYP. HEAD l R 01 a u ° d `o a l l e a p LL a m a a` MASONRY OPENING B s o` z d ASTRAGAL SHOWN FOR TO MASONRY TO ADJACENT ITW ELCO d" 1/4" Y' 4' TAPCON 1/4" G z E 7.5' j SEE DETAIL 1, MASONRY I — I — J OPENING & JAMBD I ASTRAGAL SHOWN FOR FRAME REFERENCE a ONLY f 2X BUCK F - SEE DETAIL -- Ty" 7 11 ( SILL n r n l t i I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to moriarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW m 1/d" 1-1/a" 2" 4" TAPCON ITW 3/16" 1.1/4" 3' 1.1/2" TAPCON° M'VVV JL"RC''l1VJIHLLHIIVIV IVVIL. 1. Maintain a minimum 5/8"edge distance, I" end distance, 6 I"o.c. spacing of wood screws to prevent the splitting of wood. n z' SEE DETAIL i # .` z C; m 6 1" — 'rTl I IH o „ z v 0N: O MASONRY TYP. HEAD i m° z u OPENING — g JAMBS I —— 1 a `u i o C, aRLLN„ ] Gm v maaIRASTRAGAL0 SHOWN FOR - oz FRAME REFERENCE' g `tea ONLY _ f fn V Y O zm 2X BUCK O o N SEE DETAIL SILL. — 1 Z W W Ou Z0 n, n l I I Q wQ o o t o a a n B FRAME ANCHORING HINGE JAMB ,,, Masonry 2X buck construction J m for DP > 48 PSF and DP <_ 61PSF mlm O t Q 63 — + N N 2 K o 10 Nz b h O O 63 L 64 DETAIL I DETAIL 1 Attach asfragal/surface bolt Attach ostragol/surface boB strike plates to frame spike ptoles to home HINGE DETAIL as shown (Outswing) as shown (Inswing( e a 63 65 66 64 NI Iz U i aTe:02/24 12 i 27 1 SCALt: — N. T. S. 63 FL- BV.: LFS 3 DETAIL 2 DETAIL 2„ w Attach surface bolt Attach surface bolt LATCH d DEA080Li DETAIL 150369 strike plate at the threshold strike plate at the threshold ( Outswing) (Inswing) r 6 of 9 " R ti 7.s" -' L SEE DETAIL 1" MASONRY J TYP HEAD OPENING g JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY O IX BUCK O TYP, - SEE DETAIL - SILL 1 1 1 1 I I I I FRAME ANCHORING Mosorny I X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW +n s/4• 1.1l4. 4" TAPCON tTW 3/16" 1-1/4" 3" 1.1/2" TAPCON® rvvvv at,rccry rrvar.vl.+r+uvry Ivv co. f. Maintain a minimum 5/8" edge distance, I"end distance. & 1"o.c. spocing of wood screws to prevent the splitting of wood. 7s'- 3" — MASONRY _ TYP, HEAD OPENING R JAMBS FRAME I X BUCK SEE DETAIL - G 2 67 I i 63 DETAIL I Attach astragol/surface bolt strike plates to frame as shown IOutswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 1 _1r rr I 1 f SEE DETAIL ASTRAGAL _ SHOWN FOR REFERENCE — ONLY — cl? U NOF TYP. I SILL - A FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and OP <= 6OPSF 2 63 DETAIL I Attach astragol/surface bolt strike plate to frame as shown (Inswing) 64 63 DEiAII 2 Attach surface bolt strike plate at the threshold Inswing) HINGE JAMB LATCH i DEADBOLT DETAIL U. y A* Z^ N 6 O^ 11. 1{I rrlf``` z c m 6 a n •• c a mza a 0O j C ar~ia4imW LL E oz a eE: N.T.S. er. JK By: LFS W . 0. FL- 15036.9 eT 7 or 9 zO *• 4 m oa In N>MIzonaD6 yy UN.. i o ZU a Eo zmoo c a mda` 18.38" -- 20.63" -- 18.5'-I--14.38" --- a E o z° ^ , s / O O . • • (v 13 0 TYP. 10 13 TYP, TYP. 13 \ Qf J5 J/ \\ m i U ism a o I ! o. a i 3.25' 3.25' Qm m . o0 0.75 F- 1.91" --{ 0.75' — a N Lo 86 O LO SEE NOTE 1 3 , fD '^ w ow o P O O O as7 Z i-- 0.13" UJ o_o ASTRAGAC DETAILI IN O UZ NOTE_ DATE:02124112 z c I. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SULE. N.T.S. THE BOTTOM. owc. BY: JK CNK. BY: LFS i EOfOMwINC NO.: n FL-75036.9 - N SHEET 8 OF 9 rnu a q o v c z x N v O a iSC.: ffi o` nI II 19 yp HEAD 3 SIDEtomb a 0r F-- 2.20" -- 1I L 4.63" -1 31 BUMP LACE THRESHOLD LOW PROFILE 5,75 t 1- - 1 fr to 33 SEIf ADJUSTING SADDLE THREHOID 39 HIGH WA1ER DAM 1HRESHOID InIn O S°M UN..= E a z o V i " i m a 0 a 4 pE o z ^ K cb D J O s, zg m U 4 0 a a WZIr- am a o O m al m i m 4 N N do F F O N 00 NZ w tiz TE.02 24 12 N.i.S. owc. BY: JK CHK. By. LFS OPAW.4 Na. FL-15036.9 SHEET 9 OF 9 V Blll OF MATERIALS REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 W000 C MAX. 1/4" SHIM SPACE WOOD D i /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4"ITW CONCRETE SCREW STEEL G 3/Ib" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-I /4" PFH ITW CONCRETE SCREW STEEL 1 I /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 10 X 2"PFH WOOD SCREW STEEL L 8 X 2-117' PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL I HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME( STEEL 13 IOXI-1/2"PANHEADSMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. HIGH WATER DAM THRESHOLD ALUM. CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILSf4lDOORSKIN;.125" MIN. THK,FIBERGLASSBY THERMA-TRUFIBERGLASSWfTHYIELDSTRENGTHFy (MIN.) = 6,000PSI TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 60 1 /7' SURFACE BOLT SPACER STEEL bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 62 1 J4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-1 /2" PfH SCREW STEEL 65 3/16" X 2-1/4!* PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4- PFH RW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ffW CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 330 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA 49813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products i "• Lyndon F. Schmidt, P.E. y within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409 Guide 53. f 10/16/2017 Sheet 1 of 1 r: IHERMAITRU° DOORS Classic -Craft FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the 'HVHT'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this droving require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (n the "HVHZ') only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations. design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X luck masonry construction 8 Frome anchoring - 1 X buck masonry construction 9 Astragal details 10 Bill of Materials & Components 105.5" MAX. OVERALL FRAME WIDTH ---- -- I i CZ 3 3 z O S = Z 0 w w 0 0 X X i o fnmAP l Lj 0 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 n n E':yp rnFarr o N Z o a o?4 fm sm^a 0 . d 0 mr1NilmaIf4 4 0 o= d DATE 02/24/12 G E: N. T. s. owc. er: JK c K. c: LFs FL-15036,10 EET 1 OF 10 o` o 41 =fir'. '••' c n EXTERIOR z F' p e o! n V Z o Z U n Em g m o INTERIOR 46 N • yM o g ariaamaa 0 1 HORIZONTAL CROSS SECTION o f cc W 36.0' MAX. 1,2 8 d DOOR PANEL WIDTH I ® EXTERIOR INTERIOR 3 a o c m I m 8 _ e f Co1 42 TOP RAI( LAiGH STILE o o N LLA LA On O o i W W DOOR PANEL 40 Classic croH NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67) Z J DATE:02124112 SCALE: N.T.S. a NINGE STllf 45 BOTTOM RAIL 2 VERTICAL CROSS SECTION DWG m: )K 2 CHu. BY. LFS CRAWWG HD.: FL- 15036.10 SHEET 2 Or 10 46 EXTERIOR 26 23 _ U, Y•. 'fq pan 52 r 13.75" MAX. z d a o PANEL WIDTH i S2 /I II Lt u n zN •• 0a 7.17' MAX. I { n t E i m a a D.L.O. WIDTH ,{ D 29 SEE NOTE I INTERIOR a Ng ' m a a` m I --- 18 3 HORIZONTAL CROSS SECTION Spa? CWJa Js' GLASS F--- . s' GtAss --- 26 23 J BITE BITE I~ w a 23 1 /2" MIN. 46 a o o QI/2" MIN. an 25 GLASS THK. 25 Q GLASS THK. ^ >I Z O w w EXTERIOR 22 EXTERIOR Q22 5 i aN Z 0 25 t/8" \ 25 3 TEMPERED TEMPERED u GLASS GLASS aO o it EXTERIOR INTERIOR a a AIR SPACE I. \ -AIR SPACE J J m I /8" \ t /8.. INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED 4 GLASS GLASS 25 29 25 it N N GLAZING DETAIL GLAZING DETAIL Zz L 8.5 .5 insulated gloss w/ C' 1 .5 insulated gloss w/ w w O smc life frame p c fife frame 18 29 N SEE NOTE t o o of n a ao 3 ^ 41 vf) 1.08" I I I SD SIDEIRE PANEL I _ I - I L .i- I 0-0 N NOTE: WOOD SIDELIIE COMPONENTS: PINE (SG Is 07 N _ O a NOTE: I aTE:02 24/12 i ff Z U i-- , S3" -! l F- 1.53" 51 I 1 Spacing for item If 18 & #29 (life frame screws) is o suEE: N.T.S. as follows: From the bottom up on sides: 6.5", with SIDELRE TOP d 87M. SIDELIIE STILE 7) more spaced at 9.88" o.c. there ore (2) screws SI Rail S1 D"'G V. JK m both top and bottom 2.13" in from each corner. CHk. BY. LFS ? 2 VERTICAL CROSS SECTION DR-WG Ho. a 3 FL- 15036,70 0 SHEET 3 OF 10 n z E SEE NOTE I 1 EXTERIOR C S' INK d O ( nP.) B C I-1/4-MIN. I HORIZONTAL CROSS SECTION D a 21 6 0 Z 4 4+ 4 1i R— 17 61 4 Id EMB. jr.) Outswing shown - inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set info the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31 48.5" & 66". 2 HORIZONTAL CROSS SECTION 4 Outswing shown - nswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing configuraton TOTE I INTERIOR 4 EXTERIOR InFrilrafl.l 5 HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck 0.15, C'SINK TVP.) EXTERIOR rn i 4a,: 0 ow I /''••. J 0 m m llI Ifl O nn .. i U N 0 r Ea Zmo c e u °a o a a on m a d c C 0 Y . 2 u C0 r o G NzO IN s ZW m oN U a O a SEE NOTE' 4 N wO50oo INTERIOR 10 14 DATE U2 2411 z SCALE, 9 1U owc 81 JK 4 HORIZONTAL CROSS SECTION C.K. BY LFS 4 Inswing configuration 00wwc uo . FL-15036.10 SHEET 4 or 10 Z i 63 19 cL: INTERIOR VERTICAL CROSS SECTION Outswing shwon - inswing also approved for "HVHZ wC requirements 6 EXTERIORINTERIOR n.nwn Cni Cravn 61 62 2VERTICAL CROSS SECTION IUF Shown w/)X sub -buck INTERIOREXTERIOR e a VERTICAL CROSS SECTION Outswing configuration see general notes. sheet I for " HVHT' water infiltration requirements MOMME 0 0 N Z 1E 02/24/12 a' N.T.S. C G. BY. ,JK a K. BY, LFS 3 FL— 15036.10 c n EET 5 or 1 0 50 ---CM) SEE NOTE 1 v INTERIOR - EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE 1 EXTERIOR SEE NOTE I C 1 zaiz 2 I zd 19 'ON W i 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIC)R 5 VERTICAL CROSS SEC17ON 6 Outswing configuration EE NOTE I INTERIOR -A" SEXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck i n 00 ri m ZN W a U Z V u G aid maa r 4 Z o RER o° a NOTE: 1. Anchors oss'Y thru head and Sill at 4' in from each corner end. 4- VERTICAL CROSS SECTION 6 Inswing configuration Ke N. T. S. G en JK e: LFS AWING 40.: Ft-15036 10 CET 6 OF 70 z z f 2 E x MASONRY OPENING 2X BUCI B 4 D TYP. HEAD JAMBS i 1 ASTRAGAL AND MULLIONS SHOWN FOR _ REFERENCE T ONLY NL BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a 1/4" 1.1/4" 2" 4" TAPCON ELCO 4" ULTRACON® ITW ® 3/16" 3" 1.1/2" TAPCON WUUU.) .KtW INJIALLAIIUN NUIMJ 1. Maintain a minimum 5/8" edge distance, 1"end distance. & I"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME tv l 2X BUCK ASTRAGAL STRIKE JAMB L 63 DETAIL I Attach astragal/surface bolt stoke plates to frame as shown (OutsMng) 63 65 66 i DETAIL 2 Attach surface bolt strike plate at the threshold Outs, ng) I FTYLHEAD SEE D JAMBS ASTRAGAL SHOWN FOR REFERENCE TYP. ONLY j f TYP. SILL I SEE DETAIL I 7- 1 1 I I 1 1 I 1 l DETAIL v FRAME ANCHORING HINGE JAMB Masonry 2X buck construction Attach ostragal/surface bolt strike plates to frame as shown (Inswing) 64 63 DETAII 2 Attach surface bolt stt*e plate at the threshold Inswing) i 28 L I L 27 LATCH B DEADSOLT DETAIL n r< ^ Q' 0 r0! oon Z1 y U N •• L E Z c Z aEamo N 8 'Co 9og`a maa E 4cc2 W3a xZNp z" o p U0 zGU N W 2m N mmaa DATE_ 02124 12 HINGE DETAIL SCALE: N. T. S. DWG. Br: JK Cwc. BY: LFS FL- 15036.10 IEET 7 or 10 5 z E E V SEE DETAIL J 1 TYP. HEAD JAMBS I ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY II it I I I FN TYP. SILL SEE DETAIL —\ 1 1 I I I I I 1 1 6 a N N r''rl 1 ISN ``` o na ao z° 04 U N N r_. o j MASONRY) R i vuin ° t m OPENING d • m a a 6 28 $E o°z 8. Y Xd y Z ai N j mo FRAME 0 I zZ i U II 9¢ I o o j1 X BUCK - L., LATCH B DEADBOLT DETAIL o o o a aI JJ} 9 m 1Z U U 10 10 i V) oa z W W O I S N HINGE JAMB ASTRAGAL STRIKE JAMB FRAME ANCHORING 22 Masonry 1 X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: a a I. Concrete anchor locations at the comers may be adjusted to maintain the min. a q edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to G 67 h I'^ maintain the min, edge distance to morlor' nts. additional concrete anchors OConcreteberequiredtoensurethe "MAX. ON C NTER" dimension ore not exceeded. 64 63 65 66 2 3. Concrete anchor table: - N 2 o.TE:02/24/12 63 I -__- G 64 63 SCALE: N. T. S. Z [ FL sr: JK DETAIL2 DETAll1 DETAIL 1 DETAIL I BY: LFS Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach ashagol/surface bolt NG NO, WOOD SCREW INSTALLATION NOTES: strike plate at the threshold stoke plate at the threshold strike plates to frame strike plates to frame - 15036. 10 I. Maintain a minimum 5/8"edge distance. I"end distance. R I"o.c. spacing of (Inswing) (Outswing)as shown (Inswing) as shown (Outswing) wood screws to prevent the splitting of wood. 8 of 10 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT i0 MASONRY EDGE i0 ADJACENT ANCHOR tiw 1/4- I-Ua" r a" TAPCON ITW 3/16" 1.1/a" 3" 1.1/r TAPCON® N, ol Nt7j *:Za^ z O Y' fi3`. um tan i •'' • y. J O b a0 z d m o 1 Iill .: Z O N oCVz Z VEmmo 95.2--- N a m h 9 = a50 a w Cf T co20.6T 18.S I— 14.36' —j $Q yE o z ^ K a' 13 i W " Ja O ' ' ' 13: O J 13 TYP. o w N 13 TYP. TYP. 13 En`\ ' n m qv tiw w^ m a a 0 a a 4.5' m 3.25 3.25 mim 0.75' I.9I" —I 0.75' O Of inr- 1 Z00, 2 N SEE NOTE 1 3 + z 201 l Q ao z r 0.13- e v u j o _ Iz1ASiRAGAIDETAILz Z NOTE: are: 02124112 i 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SME: N.T. S. THE BOTTOM. owc. er: JK m CHN. BY, LFS 3 ORAWWG No.: a N FL- 15036.10 ClN SHEET 9 Of 10 a z z E OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK $G >= 0.55 W000 21 KWIKSET DEADBOIT -SIGNATURE SERIES (780 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4" $HIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMC PVC D 1/4" X 2-3/4"PFH ElCO CONCRETE SCREW STEEL 24 1/4"INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1 /4'" X 1-3/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-I/4" PFH ITW CONCRETE SCREW STEEL 28 DEAD80LT PLATE STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1 /7' PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125"MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL _ COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE W000 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 11 3/8" X 3J8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4"PFH WOOD SCREW Si SIDELITE TOP 8 BOTTOM RAIL COMP. 13 10X1-1/2"PANHEADSMS STEEL STEEL 52 SIDELQE$TILE WOOD _ 14 1" L. X .04d' DIA. BRAD TRIM NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 16 OUTSwING SIDELITE SPACER PVC 62 1/4-20 SEX BOLT w/ I/4-20 FEMALE END X 1-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 b-I S X 1-3/4" PFH SCREW STEEL 64 10 X 2-I/7' PFH SCREW STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 65 3/1 b" X 2-1/4" PFH ITW CONCRETE SCREW _ STEEL 20 SIDE JAMB PINE $G >= 0.42 WOOD bb 3/I6" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/I6" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 0 FVVI N d F'• Z 6m 11 1111Y 0 n z Z O = Un= E n o m o rc °' a m da` ppd 3''a v' o ati ww c 7O S W N 00 m a j 4 0 m 0 r) a a U U j IN N lea I O F-- 2.20 j i oo a a u 00 2 HEAD 6 SIDE_ OLUOWING SIDELRE o . I9 20 16 BUMP fACE THRESHOLD LOW PROFILE - e Jamb __ Spacer 31 4.56" - i.68 - 1.67'4 -j 1.68 -- I - - 5.75" -1 ry _ O c 2.36' --- _.. u j cue 02/24 T 2 i H L \ {{ SCr E: N.T.S. E JK o• - If . -I- CHK. en LFS PLASTIC (IP LITE FRAME i IS INSWING SIDELITE 26 PLASTIC lIP LRE FRAME SEIf ADJU511NG SADDLE iHREHOID L-15036.10TERDAMTHRESHOLD23SpacerVCF i O Of T o BILL 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Sear S Product Approvaldb' i USER: Public User Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding 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 the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R4 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/1S/2017 https://www.floridabuilding.org/pr/p(_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.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 PRESSURE FL15332 R4 AE 510807D.Ddf RATINGS _ _ __ __ Created bv-Indenendent-lhird_Pady: Yes 15332.2 SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM; SGD OX XO, XX'96"x80"INOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Fi.J 84 II_Q8 4119.Rt 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 PRESSURE FLIS332 RA AE 510805D.Ddf RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.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 PRESSURE FL15332 R4 AE 512968C.odf REINFORCED 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 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf Created by Independent Third Party: Yes 15332.6 1 SERIES 420 REINFORCED ALUMINUM ' SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" ISGD Limits of Use i Installation Instructions Approved for use in HVHZ: No FL15332 R4 tI 08-00499E.12df 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 PRESSURE FL15332 R4 AE 51 0806D.odf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No EL15332 R4 II 08-00501E.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 PRESSURE ;', FLI5332 R4 AE 510808D.Ddf 1S332.8 SERIES 430/440 ALUMINUM SGD ! SERIES 430/440 ALUMINUM SGD XXX 143"x80""NOW REINFORCED" Limits of Use installationInstructions https:// www. 1/5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.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 PRESSURE 1 FL1S332 R4 AE 510809D.Ddf RATINGS ! Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.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 PRESSURE FL15332 R4 AE 510810D.Ddf RATINGS 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 2007-2013 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wi<- 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 licen: under Chapter 4S5, F.S., please click here_. Product Approval Accepts: MI I Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WTTH REOU:REMENTS 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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X 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 IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION 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 3/8' 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 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. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS 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-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 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REti1510N5 OL'SCRIP'1I.71 DhTE wFRoycD ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 06,2012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1 V5 fL to GRA1Z, PA 17030 cEIV 51SERIES420SGD 96" X 80" NON —REINFORCED VfA iNOTES Of 4 41 DRAWN;'cl0R10A• SS ONIA08—498 E 11 aG``• Luis R. Lomas P.E. FL No.: 62514 sc NTS DA1E 02/23/09 OF 10 L ROBERTO LOAIU P E. 14=wOODFORD RD LrwsvxLE. NC 27" 434-6&9-0609 mavr as nornasP•.corn 6" MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART d3 FOR NUMBER OF LOCATIONS REQUIRED 17' T -' MAX I I O.C. s" T 1 17" i MAX D.C. k O X IAX AME ICNT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS R7 AND N2 FOR OTHER UNITS RATINGS NOTES' 1. MAXIMUM PANEL SIZE: 48 7,2•x 79• 2. MAXIMUM D.L.O.:44W.74S18• 6" MAX HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART a99-04-145) LOCATED 38 314. ON CENTER FROM PANEL BOTTOM METAL UC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL BOTTOM RAILS RN DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLA" AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/1S R.L, E REVISED INSTALLATION DETAILS 06/20/17 I R.L. CHARTv WHERE WATER INFILTRATK>V RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET 7 Design pressure chart (p4 Fr SkVie Panel and Total Frame VMM (n) Height 30.0 36X 410 48.0 n) 60.00 7200 64.00 moo Pos Nay Pos I Keg Pos Nog Pos Nag B0.0 40.0 55.1 40.0 1 48.2 40.0 a3.a a0.0 4C.0 CHART/2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 7 Design pressure chart(pso Frame Skvie Panel and Total Frame Width (in) F1eigAtg60.00n)ZOO X0 4ZO 48.0 4.00 96.00E4.8. Nag Pos Nag Pos Nag 80.0 46.2 43.4 43.4 40.0 40.0 CHART F3 Number of anchor locations required Frwm Single Panel and Total Praha Width (n) Heght 30.0 0 420 40.0 n) 60.0 4.0 96.0 HAS Jamb jo.5 Jmb H&S Jamb H&S Jamb 80.0 4 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A. 1 08-00498 MALE NTS FATE 02/23/09 5'F02 OF 10 L R08EATO LOMAS P.E. 1432 WOODFORD RO LEWISVILLE, NC 27027 J34ae6-0e09 '1_4y&O.Mp+,com SIGNED: 0612012017 R111C1O// i ENSt•9`f' S7((.•AccTE OF F ORIIDII. o1iAL106` Luis R. Lomas P.E. FL No.: 62514 I FI HI 96- MAX FRAME WIDTH I 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX 17• DMAXC. MAX O.C. 0 X L4X j AME IGHT 6' MAX 6' MAX CHART A4 NuMbw Of BAC/1Dr IDtatlOns repulrad Franc Sn91u Pend "o To4N Unp Wd1h (n) H.9u 30.0 J6.01 42.0 46.0 in) 60.0 720 04.0 94.0 Has Jamb I HIES 11 lamb 1 H65 1 Jamb I H6S I J mD d0.0 4 5 1 5 15 6 5 61 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER IOCATiON AT SILL DESIGN PRESSURE RATING I IMPACT RATING SEE CHART #4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS FT AND N2 SHEET2 FOR OTHER UNITS RATUVGS NOTES. I , MAXIMUM PANEL SZE: 48 12' x 79' 2. MAx1MUM D.L.0.: 44 5/S-x 74 5,X HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 38 3/4. ON CENTER FROM PN METALLIC TANDEM ROLLERS (PART D99.17-195) AT EACH END OF PANEL BOTTOM RAILS F.A. s0'LE NTS RENS"S OCSdDP1gN OAT[- ADDpW1;D ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R,L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET VV1111011/II,, 5 R'. ZO4;i GRATZ, PA 17030 r .OEIV 1 250 SERIES 420 SGD 80" 96" X NON —REINFORCED FIN ELEVATION 7*9p•.•(- AT& Fx" iX" :[ ORIOQ:• owcro. ALv 08 E 1j11NAL10", aTEs'+t[T38 02/23/09 OF 10 Luis R. Lomas P. , L. ROSERTO LOMAS P.E. 7432VIVODFORD RO LEMSYILLE, NC 2702J 434 W-0609 rAwnasP&Aww Pu.c FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING MIN. MIN. 1 OR 2X BUCK BEiBE BY OTHERS 1 MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 11 II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT I- 1/2" MIN. EDGE DISTANCE SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REYSIONS DESCRIPION DAM APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L, ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OEUILS 06/20/17 R.L. 1/4 MAX. SHIM SPACE T••_,1 INTERIOR L_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0\101111/1" 5 R' LO ii i GRATZ, PA 17030 G E 25pa scorx_ SERIES 420 SOD#• X 80" NON —REINFORCED FRFRAME INSTALLATION DETAILS o.4TAT Of oRAwN: owc No. REV'°F•'OCOR10;•? 08-00498 E i//s'ON AI. EaG\ lJ11111 Luis R. Lomas P.E. cuc aucNTS 02/23/09 4 Of 10 L ROBERTO LOMAS P.E. 14V ODVIOFORO AD LE WISVILLE. NC 27023 436-B&SIOW9 NIw„aso*w-iw. FL No.: 62514 METAL STRuCTuRE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. I EDGE DISTANCE 1/4' MAX. SHIM SPACE SMS OR DRILLING N ILL TO BE SET IN BED OF PPROVED SEALANT 1/2' MIN. EDGE DISTANCE 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 T- 1/2' Mil EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV D=RIPncn DATE I APVROVLU A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANCE AND FIN INSTALLATIONS i 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA DON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X SO- NON -REINFORCED FRAME INSTALLATION DETAILS GMWW. OMS NQ. F.A. 08-00498 CAA NTS I OA'E 02/23/09 S-5 OF 10 L. ROBERTO LOMAS P.E. 472 WOODFORD RD LEWtSVALLE. NC r.92a 49+-Wd-0 09 iaanus®vbrruw..:om SIGNED. 0612012017 TATIE OF F' OR1Op: • t' S ONAL111 IE\G`\ Luis R. Lomas P.E. FL No.: 62514 RLYMONS 1 1/2' MIN 1' MIN. REV DESCAPTION DATE AF"OVCD SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. a C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 4 1 1/4' MIN. D REVISED INSTALLATION DETAILS 07 30 t5 R.LaEMBEDMENT / / CONCRETE ^' ' 1 1/4' MIN. EMBEDMENT 1 4 E REVISED INSTALLATION DETAILS 06/20/17 P.L. MASONRY BY OTHERS IMAX. SHIMSPACE OPTIONAL 1X BUCK . 1 /4' MAX. TO BE SHIM SPACE 1' cPROPERLYMIN. .' INTERIOR SECURED EDGESEENOTE 3 DISTANCE SHEET 1 l 3/ 16' TAPCON ° MIN EXTERIOR INTERIOR SEPARATION 1 SILL TO BE SET IN ° A BED OF APPROVED SEALANT 3/16' TAPCON : 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1x BUCK JAMS INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/MASONRYINSTALLAT1ON BY OTHERS SECURED SEE NOTE 3 SHEET 1 1 1/ 4' MIN. NOTES: 1.1NTER10RAND EXTERIOR FINISHES. BY OTHERS. Q•.. EMBEDMENT NO'TSHOWNFOR CLARITY. c . • d • . 2 PERIMETERANDJOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAI E21 r2 SIGNED: 06/2012017 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE MI 650DO SS LA AND DOOR ET LLC \S><R. L o VERTICAL CROSS SECTION GRATZ. PA 17030 •C E N 3F 95 CONCRETEMASONRY INSTALLATION SERIES 420 SGD X 80' NON -REINFORCED FRAME INSTALLATION DETAILS =- o 5 TA7E DRAwN OMC No. ILLY i P•• °( OR%D. S.A. att 08 00 98 E z4 dNAL1E? NTS 02/23/ 096OF10LROBERTOLOMASPS.. Luis R. Lorlios P. E. 1432 WOODFORDRDLEW/SVILLE. AC27D27FLNO.: 62$14 47J•688.0611) rlloR6isFliMbmarpr.mm w00D FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. JI EMBEDMENT 1 1/4- MAX. SHIM SPACE EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 WITH ASTM E2112 110 WOOD SCREW 1 3/8- MIN, EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 wOOD J INTERIOR SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 7 1/2• MIN, EDGE DISTANCE RENSIONS DESCRWIIDN DATE APPROYCV ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE ANO FLv INSTALLATIONS 12/06/1 REIRSEO INSALIATION OETaLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 j R.L 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80` NON -REINFORCED FLANGE INSTALLATION DETAILS DRnwN: G++C NO. F.A. 08-00498 scuE NTS DATE 02/23/09 s"ET7 OF 10 L. ROBER'O LOMAS P.E. 1432 WOODFORD RD LEWISVIUE. NC 2,7023 a3s-698060? rhwnssB+Km1.sW.can SIGNED: 0612012017 was ARUtCI0 E N moo S1 . lE • •• 1t = E OF ; t,Z 0 Rot' - 11'Fs;G'\ NACE Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE 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 ILL TO BE SET IN BED OF kPPROVED SEALANT 1/2" MIN, VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 1 1/2" MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE REVW-S RLV DESCRPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAww owc na. F.A. 08-00498 SCALE NTS 02/23/09 * 8 OF 10 L ROBERTO LO"4S P.E. 7432 WOODFORD RD LEWISVR.LE, NC27M 3aaae45o9 ,rw,,,ss®nrnwa».cam SIGNED: 0612012017 FL ITk 0 St f •Tt= E OOF, E:p` i 8`" OR19P • 2. Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN 1' MIN. SEPARATION EDGE DISTANCE AL-1 1 1/4- MIN. EMBEDMENT L 1/a" MAX, SHIM SPACE t EXTERIOR n 2 7/8 MIN SEPARATION VERTICAL CROSS SECTION CONCRETE4A4SONRY INSTALLATION 3/15" TAPCON INTERIOR I REV**.S RLV DESCRNRON DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R. C ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R,L. D REVISED INSTALLATION DETAILS 07/m/15 R.L, 1 1/4- MIN. I E REVISED INSTALLATION DETAILS 05/20/17 R.L. EMBEDMENT F1/ 4' MAXSHIMSPACE MIN. • INTERIOR EDGE DISTANCE { i a _ 9 MIN { SEPARATIONnL a 4 { I 1 v 3/16- TAPCON • EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEAL ANT BY OTHERS JAMS INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIVASONRY INSTALLATION TO BE PROPERLY SECUREDLSEENOTE3SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, T NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a• 1 1 /4' MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET g R. Lp/ rF-% 1" MIN. GRATZ, PA 17030 J.'`, CENS EDGE DISTANCE SERIES 420 SOD 0 61 *= 96" X 80 NON —REINFORCED FLANGE INSTALLATION DETAILSLy Zz DRAwN Owc rW. REv i•FS F10 RIOP •G 08-00498 E/// SCALE DA1ENTS 02/23/09 9 OF 10 IONALII1 O L. ROBERTO LC.UAS P.f. 1432 MWOFORD RD LEWI$ILLE, NC 27023 Luis R. LOLTi05 P.E. 43j4w-0w9 rCwrus 3bkvnaspv.m FL No.: 62514 WOOD FRAMING 1/4" MAX Wvisloms BY OTHERS I I SHIM SPACE l REV xstRwn0N DATE APPROYED A ADDED CHARTS R.L. 8 WOOD 8 REVISED PER NEW TESTING WLE10/29/13 SCREW INTERIOR C ADDED RANGE AND FIN INSTALLATIONS 12/06/13 R.L. D I REVISED iNSTAL.LATIDN DETAILS 07/30/15 R.L. ' MINN,. D E REVISED ASTALLATION DETAILS 06/20/17 R.L EMBE-IDME—NT r 1EDGE "DIST. APPROVED SEALANT I a BEHIND FIN IOREXTER TRIM e I 1 1/4" MIN. 7/16" MIN INTERIOR EMBEDMENT EDGE DISTANCE MASONRY/CONCRETE — JAMS INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS 1/2• MIN' EDGE DISTANCE 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. 1 3/16. 7APCON 8 WOOD I EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR EXTERIOR PANEL INTERLOCK SCREW HOOK STRIP INSTALLATION i_ a" MAX. HOOK STRIP MASONRYICONCRETE 7/16" MIN J rivEDGEDISTANCE EXTERIOR SHIM SPACE #10 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 2X BUCK OR WOOD FRAMING BY OTHERS TRIM SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. I I EDGE DISTANCE 1 3/8" MIN. INTERIOR EMBEDMENT HOOK STRIP \ 10 WOOD SCREW PANE! EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCKNVOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: D.0 NO. F.A. 08-00498 scuE NITS DAB 02/23/09 —10 OF 70 L R08ERTO LOx4S P.E. 1.1.72 WOODFORO RD LEWISVILLE, NO 27o'J' 3 4"-ww mw..wkbm ",com SIGNED. 0612012017 UNIIIIIIj/ J qy\GENSF •d+ 4.T AT 1?51 1LE OF Ss/FLORIDP G\\. iONAl1;ix Luis R. Lomos P.E,. FL No.- 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W.TH 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 1X 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 IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S RIFOuRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION 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 S EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT I.E. FOR 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 ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS 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=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). C. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX. XP, PX, XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RLVSiONS I ILI I 0ESCRWn0k I — I —RO-D A ADDED FLANGE AND FIN INSTAUATION 12/10/13 R.L. - B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATY'N DETAILS j 05/27/17 R.L. SIGNED: 0612112017 MI WINDOWSLLC 650DW MANRKE STREET O//i CRATZ, PA 17030 v ..\OEti 1*• 0 6QS1 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96, NOTES A STATE OF ,• F•"4ORL0?• i SS - • G L4I3 R. LOMOS P.E. DawN: V.L. DM: N,. 08-02249 REV C c" NTS Nrx DATE 10/30/13 1 OF 10 L. ROBERTO LO.MAS P.E. 1432 WOODFORO RO LEVMSVILLE. NC2T72? AN.6".0609 ft_'Qkk"'sp'. FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - I r 17' MAX I O.C. f 6' MAX 6 MAX 17" MAX O.C. 96' MAX FRAME HEIGHT i 6' MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.0PSF NONE SEE CHARTS it AND 42 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 46 I/1' x 95' 2. MAXIMUM D.L.O.:44 S8'x 90 SB' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3)4' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS UMNU M 6063-T6 RE W FORCEXCNT (668) AT ALL PANEL W TERLOCKS CHART 11 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. Design pressure chart (pA Frame Sfngie Faust Fram Wath (n) Hoot 30.0 36.0 42.0 4&0 60.00 72.00 1 "De 96.00 Pos I Nap Pos I Nay Pos Nag Pas Nap 64.0 40.0 1 58A 40.0 1 1 40.0 1 45.7 40.0 42.0 88.0 40.0 1 55.2 40.0 48.0 1-40,01 43.0 39.4 39.4 920 40.0 1 52.4 40.0 45.4 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.1 38.4 38.4 35.0 35.0 CHART XZ WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Fratm Sao pww Aw Total Framm W401(„) Hayh1 70.0 36.0 420 48.0 01) 60.00 7200 Coo 96.00 Pos Nag Pos Noy Pos Nap POS Hog 84.0 58.4 58.4 50.9 50.9 45.7 45.7 42.0 42.0 0 552 55.2 48.0 48.0 43.0 43.0 39.4 39A 9R0 52.4 52.4 46.4 45.a 40.8 40.6 37.1 37.1 MO 49.8 49.8 43.1 a3.1 38.4 3e.4 35.0 35.0 IJettr ro Numbororan4hor fo0aponsrapulrarr Frame Srve P3 W a.V Total Ratio WOtti („) HVII Me 3G0 42.0 48.0 1 60.0 T2.0 04.0 96.0 HdS Jamb HdS Jamb HdS Jamb HdS J*mb 84.0 4 6 5 8 6 8 8 6 68.0 4 6 5 6 6 6 6 6 920 4 6 5 8 8 6 8 6 96.0 4 6 5 6 6 t 6 6 6 RLY1S" DESCRPnON WE APPROFD ADDED FLAN%E AND FIN INsTAuATioN 12/10/13 IR.L REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DRAWN: I OK No. V.L. 08-D2249 SQLE NTS I OuTE 10/30/13 s"EE72 OF 10 L. 808ERTO LOMAS P E. 1432 WOWFORO RD LEWISVILLE, NC 27027 43,468.0509 '0 ..sowvm'"°a SIGNED: 0612112017 0 Vt; iE N'y 90 0 &ZSt 1t = e•,a DR10Q: 7s'pNAil Luis R. Lomos P.E. FL No.: 62514 c u FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" N.AX — — I1—IF 17' MAX t I ! I G.C. 6' VAX 6" MAX 117" MAX 1 i O.C. Ax aME CHIT 6 MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED r35.OPSF NONE SEE CHARTS p1 AND 92 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 344• ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS LUMINUM 6063-T6 R£ W FORCEMENT (668) AT ALL PANEL INTERLOCKS REV I ocsckjq" QATC INPRWEO A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.. C I REVISED INSTALLATION DETAILS 06/21/17 R.- NOTES: 1. MAXIMUM PANEL SIZE. 48 72• x 95' Z MAXIMUMD.L.O.:44S18'x90Vr CHART#4 Numbar o/anchor I"adonsrapulred Frame svo° Panol an0 Total LM4 Nrdlh (in) H0gN 30.0 1 36.0 42.0 1 48.0 h) 60.0 1 72.0 84.0 1 96.0 H6S I Jamb HdS I Jamb H&S Jamb H6S I Jamb 81A 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 920 4 6 5 6 6 6 6 6 96A 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION wAwn: OWC NO. V.L. 08-02249 scuc NT I a`TE 30/30/13 —3 OF 10 L. ROOERTO LOMAS P,E. 1432W000FORD RO LEWISVILLE, NC 27027 3+6BB:5609 rHoma9pManaspacan SIGNED: 06/21/2017 R- ltIo' i F- ATffrrE OF - = F40 RIO" • \ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEQMENT BY OTHERS j 1/4" MAX. SHIM 10 WOOD SPACE SCREW 4 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: F. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT ON, cwc VgTANCE REWSO.S DMORIPTMN IAlf; I MPRoo(0 ADDED FLANGE AND TIN INSTALLATION 12/10/13 R.L. REVSED INSTALAATION DETAILS OB/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 3/8" MIN, 1/4" MAX. . EMBEDMENT SHIM SPACE T— INTERIOR 1/2" MIN, EDGE DISTANCE 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK 9Y OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1t1111I11 650 WEST MARKET STREET 5 R'. LD4f i GRATZ, PA 17030 CENS 9'p SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 51 1r — 9TA X 9OFRAMEINSTALLATION DETAILS 9 OF ' i 4,` O• oRw,1i: owc.,o. RLV TAT I i Al`s.CQRtOQ;•G''\ sGu[ o`TE OS `- 49 C s Of IA111`\, NTS 10/30/13 OF 10 L.AO6ER7OLO"q$PE. 1432 WOODWRD AD LEWJ$11&LE. NC 27Q'J Luis R. Lomas P.E. 411-w-05118 nam.,spuw„4„p„.cwn FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. I EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIDR ( I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2" Mil EDGE DiSTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS c>.ira aa REVMO-$ DESCFbPOON DATE AP PROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 108/03/15 R.L REVISED INSTALLATION DETAILS 106/21/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREIAISTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRwet DWG NO. R V•L 1 08-02249 uue NTS DATE 10/30/13 IsmcL75 OF 10 L. ROOERTO LOMAS P.E. 1412 WOODFORD AD LEWISVILLE NC 27027 34-4W-0609 inanAb(prtrrwae.e SIGNED: 0612112017 511 141 IL 0 V-T5 51 OF i FS Ft0R10 OAi{4i0,\\\\ Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN 1" MIN. SEPARATION EDGE DISTANCE r 4 " .. 4 - 1 1/4' MIN, 4 EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4 M• r AXSHIM SPACE OPTIONAL 1X BUCK T TO BE j PROPERLY SECURED SEE NOTE 3 SHEET 1 3/ 16" TAPCON 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOINTERIOR SILL TO IN A BED OF APPROVEDESSEALANT 4 n• 7Z/ 8" MIWN SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION i 4, 1 1/4• MIN. EMBEDMENT 1" MIN. EDGE DISTANCE s DESDRWTIOn DATE i APPWIED ADDED FLANGE AND FIN WSTAUATION 12/10/13 R.L. REVISED ;t MALLATXMi DETAILS 08/03/15 R.L. REVISED WSTALWION DETAILS 06/21/17 R.L. 1 1/ 4' MIN. EMBEDMENT I 1 • 1/ 4" MAX. I+ SHIM SPACE v MIN, EDGE DISTANCE NCE I3' v MIN SEPARATION a D INTERIOR 3/ 16• TAPCON EXTERIOR " CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET t 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 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC v111I11II,/ 650 WEST MARKET J\S 9s% GR TZ. SERIES420 SGD REINFORCED WITHOUT ADAPTER*• 96" X 96" 0, 61 1t= lr FRAME INSTALLATION DETAILS TATE OF a Dw.wx one ra. rsLv CORIDV' SCALE 08 C SS/1ONAlL1?G`\\ NTS °"' E10/30/13 T69 Of 10 L ROBERTO Lows P.E. 1+32WOODF0RDRDLEWiSVILLENCZ7B27 Luis R. Lomas P.E. 124.6seO p9 ra—L.&gmssP wm FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK } EMBEDMENT BY OTHERS I 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR i —U LT INTERIOR TO BE SET IN D OF DVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN, MENT 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 WITH ASTM E2112 RLVISONS DE=CRPT" OAT APPROvM ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVSED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION oETA4S 06/21/1) I R.L. 1 3/8` MIN. _ 1/4' ,MAX. EMBEDMENT SHIM SPACE T— F----tp1/2- MIN. INTERIOR EDGE DISTANCE 10 WOOD SCREWS EXTERIOR WOOD FRAMING .IAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET ttllrrnl, 5 R- L0 i'• GRATZ. PA 17030 C E N S9a1'% D 5 tSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" FLANGE INSTALLATION DETAILS TAT OfA RIOP•G?`S DRWK arc no. an V.L. 08-02249 C i FS S//Jill Ly(5 R. Lomas P.E. s hT5 °`7z 10/30/13 —7 OF 10 LROSERTOLOA"SRE. 1422 WOODFORD RD LEWISVILLE, NC 27Q:3 434-688-009 rmmss®.vJRLiSpl,.mm FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS R10 SMS OR SELF DR)LUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN, EDGE DISTANCE 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 SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT Rm 1/2' MIN. EDGE DISTAN( Im 10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS K"DOCIRPTION OAiE NWROY[D A ADDED FIANCE AND FIN INSTALLATION 12/t0/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DET,wLS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST L5f11Irrr GRTZ, MPAKET17030REE7 lY SERIES 420 SGO REINFORCED WITHOUT ADAPTER GE t• 96" X 96" f,F = FLANGE INSTALLATION DETAILS 4 s..o 70 .4 OF • ortwN: Drc No D . i'cF•[ORm". V.L. 08-02249 rs1v C S 11G'S11/1 NA`lE 5c4LE NTS of 10/30/13 —8 OF 10 L.ROt1ERTO LOMA,9P.E. 7432 WOODFORD RD LEWISVILUE. RC 27023 Luis R. lomos P.E. OW-S -0609 Iw,nas®mWrn po.cm, FL No.: 62514 1 1'/2" MIN, 1" MIN. SEPARATION EDGE DISTANCE 1 1/4• MIN. CONCRETE/ a. EMBEDMENT a " MASONRY BY OTHERS 1/4" MAX, SHIM SPACE OPTIONAL F 1X BUCK T1 TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR SET IN A BED OF 3/16` TAPCON 1 I{ + I r SILL To APPROVEGESEALANT MASONRY/ CONCRETE BY OTHERS 11/4 MIN. a• • EMBEDMENT a .. a 2 7/8` MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION RMSIONS DESCRVTICN DATE APPROVED ADDEO FLANGE AND FIN INSTALLATION 12/10/13 . R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALATION DETAILS 06/21/17 R,L - 1 1/4" MIN EMBEDMENT 1/4" MAX. a I SHIM SPACE MIN, EDGE 1DISTANCEI11 v 3" MIN, SEPARATION I v 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRET6TdASONRY 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 SIGNED: 0612112017 MI DOORS LLCIL/o i// ss6soDW ARE STREET GRATZ, PA 17030 J•-G E N'q * -"p z Jo 51 * _ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS s2_ TA7E OF i 08-02249lNTS DRAWN: V.L. oWc No. C 7 1I111111 A ATE 10/30/13 SxEET9OF 1 L. ROSERTO LOMAS P.E. 1472 WCODFORD RD LEWISVILLE, NC 270.V 1 Luis R. Lomas P.E. 43o-M,0609 rflomnomom 4-.ro FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT 7- APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 1/4" MAX I r SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4" MIN. 8 WOOD EMBEDMENTi SCREW WOOD FRAMING BY OTHERS i 1/4' MAX. SHIM SPACE 7MIN EDGEE DISTANCE STANCEEXTERIOR } I I` I I 1 I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. 1N7- ERfOR TRIM REVMONS REV DESCRIPtON OAT_ APPROVED A ADDED FLANGE AND Fw INSTALLATION 12/t0/53 R.L 6 REVISED INSTALLAT;ON DETAILS 08/03/15 R.L. C REVISED INSTAUATION DETAILS 06/21/17 R.L 1 5/8" MIN. EDGE DIST. e TRIM IM 1/ 4" MIN. INTERIOR B EDMENT MASONRY/ CONCRETE B Y OTHERS 1X BUCK BY OTHERS, HOOK STRIP -- 1, BUCK TO BE PROPERLY SECURED 3/ 16' EXTERIOR + J PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAWCONCRETE 1/ 2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2 MIN. DISTANCE EDGE DISTANCE DRAM a INTERIOR 1 3/8' MIN HOOK STRIP 4EMBEDMENTHOOKSTRIP10 SELF DRILLING SCREW 10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X SUCKhVOOD FRAMING SIGNED: 062712017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0 GRATZ, PA 17030 pENs :9; SERIES 420 SGD REINFORCED wRHOUT ADAPTER 96" X 96' NAILFlN / lc HOOK IMSTALlATION DETAILS Iy,,(rc C"" TAT, OF w NOTES: t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OwG N0'v V. L. i i OR10P • S G NOTSHOWNFORGLARITY. 2. PERIMETER AND 08- 02249 C JOINT SEALANT BYOTHERS ToBE NTS DATE 10/30/13 10 OF 10 DESIGNED INACCORDANCEWITHASTME2T12LROBERTO LOMAS P.F. ta32 WOOOFORD RD LEWI$VILLE. AC 2702? Luis R. LOTOg P.E. 434-688- 0609 awnws tDlrrdrurpl,.rnm FL No.: 62514 RLV DCSCILp110M DA% APPROYF0 A ADDED CHARTS 03/06/12 R.L. B RFrSED PER NEW TESTING 10/15/13 R.L NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. - REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY L E RYSED INSTALLATION DETAILS 06/22/17 R.L 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 IN THE DMGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM I REQUyRRFQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION 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 INFILTWION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" 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 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS 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 0=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). SIGNED: 0612212017 D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. MI WINDOWS AND DOORS LLCAPPROVEDCONFIGURATIONS: XIX. a1111rrr,i, R• LD4)r650WESTMARKETSTREET GRATZ, PA 17030 JNS 9// SERIES 430 SGD 61 143" x 80" NON REINFORCED NOTES TAT ,a TABLE OF CONTENTS CRAWN DWG NJ. RLV F•COR10 4c, SHEET NO. DESCRIPTION F.A. 08-00502 E rSj • ' ' ' tZ'` 111tiM 1 NOTES scwlc DATc sacraNTS02/23/09 1 Of 9 wol", 2 ELEVATION LROOERTO1432VOCODFORDRDLEWWISVLLEMC2M.13 Luis R. Lomas P.E. 3 — 9 INSTALLATION DETAILS FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED _ 6- MAX 17 MAX I^ 6' MAXr1O.C. 6' MAX i1 7" MAX 80" O.C. MAX RAME ;- 6' MAX I SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS 01 AND 012 FOR OTHER UNITS RATINGS NOTES: 7, MAXItdUM PAl4EL SIZE: 48 1/2' x 79' 2. MAXIMUM D.L.O.: 44 X4' x 74 18' HARD WARE SCHEDULE FLAT MOUNTED HANDLE SET 09-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS ROASONS DLSCigP110N WE 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. REVISED INSTALLATION DETALS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 1 RL CHART>1 WHERE WATER INFX TRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 7 Design pressure chart (pso FRart1a HeightRn) Sole Panel and Total Framo Width (in) 36.0 42.0 47.7 106.00 126.00 143.00 eg Pas Nog Pas Neg80.04,9 1 40.0 48.0 40.0 1 432 40.0 1 40.0 CHAR T02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET t Design pressure chart (pso Frar7la Haight Single Panel and Total Frame Width (n) 30.0 36.0 42.0 47.7 in) 90.00 108.00 126.00 143.00 Pas I Neg Pas Neg Pas Nog Pas Nog 80.0 54.9 1 54.9 48.0 48.0 43.2 43.2 40.0 40.0 CHART s3 Number of anchor locations required Frame Height n) S'rigle Panel and Total Frame Width (in) 30.0 36 0 42.0 47.7 90.0 108.0 126.0 143.0 H&S Jamb H&S Jamb H&S Jamb H3S Jamb solo 6 5 T 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION Nu": owe NO. F.A. 08-00502 s"x NTS I DATE 02/23/09 S"ELT2 OF 9 L. ROBERTO LOWS P.E. 1432 WOODFORD RD LEYWSMLF- NC 27023 434-688.OA9 d1liumiokbr7wa - SIGNED: 0612212017 EL l rLl0 GENSF9`P 510,612x rlr., pa . TAT E OF : c js O1 NAt?G` Luis R. Lomas P.E. FL No.: 62514 RchA F- 1/2• MIN, FXV DESCWnON DATE AD'+RDVED EDGE DISTANCE A ADDED CHARTS 1 03/08/12 R.L. B REVSED PM NEW TESTLNG 10/15/13 R.L. 1 3/8• MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X SUCK D REVISED INSALLA710N DETAILS 08/0 /15 R.L. BY OTHERS f E REVISED INSTALLATION DETAILS 06/22/17 R.L 1/4- SHIM 10 WOOD SPACE 1 3/8' MIN. 1/4' MAX. SCREW EMBEDMENT ISH;M SPACEr I I 1/2" M[N. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS III10 WOOD MIN. SCREW vENT WOOD FRAMING OR 2X BUCK BY OTHERS CWC V1 1/11{.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: f. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 T2 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN. F.A. 08-00502 Kc E NTS — 02/23/09 sir 3 OF 9 L. ROSERTOLOMaS P.E. 1432 WOOOF0,7o RD LE WISVKLE. NC T:OZI 43448a009 mo ws wnmsw+.ean SIGNED: 0612212017 t0/ cis 0R10Q ONA11`\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL EDGE DISTANCE 1 STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 10 SMS OR SELF DRILLING SCREW INTERIOR L 70 BE SET IN BED OF APPROVED kLANT I 1(2" MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. 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 1/4" MAX. SHIM SPACE 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR METAL STRUCTURE BY OTHERS xiEi EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS PA": OwC No. F.A. 08-00502 5" E NTS -r- 02/23/09 —4 OF 9 L. ROSERTO LOMAS P.E. v WOOOFORD RD LEWISVILLE. NC 270M SIGNED: 06/22/2017 1 R IL/0 r,ENSF9J+ 0 51 x= A T OF : X/ O c 0Rl'Dt G?\ s HAl1V?, Luis R. Lomas P.E. FL No,: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ - CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN, SEPARATION I EDGE DISTANCE 4 I4 1 1/4" MIN. a EMBEDMENT I I ,T I 1 /4" MAX. J I SHIM SPACE 3/16• TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE ti DISTANCE 3' MINf• v SEPARATION I v •: 3/ 16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS I a 1 1/4" MIN. EMBEDMENT e a 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETErMASONRY INSTALLATION 1 / 4' MAX. IFSHIM SPACE EXTERIOR RDrtLPVS RC, DESCAL"* W aTE VPRN O A ADDED CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTING IC/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK CONCRETEiMASONRY INSTALLATION 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 E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11V 1f1j1rr J g R- LOtj i GRATZ, PA17030ENS9s, SERIES 430 SGO143" Tt• 70, 61251 * x 8S NON RN 9 FRAME FRAMEINSTALLATIONDETAILSDETAILSA • $TAT OF + DRAWN: arc No. RC+ F-'P(ORIOF•? F.A. 08-00502 E scot °`TE ONA IIE G\ rI lNTS02/23/09 lrw'5 OF 9 LHOBEH10LID"4SP. E. I+rWOODFORDRDLEWISVILLE. NC27023 Luis R. Lomas P.E. FL No.: 6251a 434fi"8.0600 rr/arc'tsBuwlrusprl.can 1/2" MIN. I EDGE DISTANCE I 1 3/8 ' MIN. WOOD FRAMING OR ZX BUCK EMBEDMENT BY OTHERS J 1/4" I MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR ; I i t l 1 I E I I- I t 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 WITH AS TM E2112 SET IN APPROVED MIN. vIENT REVISIONS KEY DCSCR+P1i0N DUE APPRO<D A ADDED EK&RTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 3/8" MIN. 1/4" MAX, E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMS— BEDM— ENT r SHIM SPACE J I¢. 1/ 2" Mil N. EDGE DISTANCE I INTERIOR I c GJC J10 WOOD SCREW I' EXTERIOR WOOD FRAMING JAMB INSTALLAT/ IN DETAIL OR2XBUCKBY OTHERS WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRA : Dwc Ro- F. A. 08-00502 srALE NTS — 02/23/09 — 6 OF 9 I. ROBERTO LO WAS P.F. 1432 WOOOFDRO RO LEWISV.LEI NC 27= 434- 6w-OC49 lxomAs&'Ao a — SIGNED: 0612212017 VCENSR9J1 A 41 TAT OF F OR:O"' 1ONA 1\\\ Luis R. Lomas P.E. FL No.: 62514 MIN. METAL EDGE DISTANCE I^ 11 STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1 EXTERIOR J10 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN iED OF APPROVED SLANT 10 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 1/2" MIN. 1 EDGE DISTANCE 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 E2712 I 1/2' MIN. EDGE DISTANCE I J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE R REv DCScrtt"QN GATE APPROYM A ADDED CHARTS 03/06/12 R.L rc8 REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17050 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAW DY2 No. F.A. 08-00502 gckE NTS It 02/23/09 1 S"w7 OF 9 L. A08ERiO LOMAS P.E. 7432 WOODFORD RD LEWISVLLE, NC 27D23 47N69&De09 iMomaSQDMIoml>gv.rom SIGNED: 0612212017 S111 i I III O/ /`/// v,•v CEM SiF,'9i1+ PASE y` IAT OF sS'ONA1flini11 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONA ix BUCI TO B. PROPERL SECUREI SEE NOTE SHEET 1 1/2" MIN. ecaee l— EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1" MIN. EDGE DISTANCE 1 1/4" MIN 1 1/4" MIN. EMBEDMENT EMBEDMENT. 1" MIN. EDGE DISTANCE 1/4" MAX. SPACE 1SHIM 3 3/16" TAPCON MIN. SEPARATION J INTERIOR 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MIN, EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETSm4SONRY INSTALLATION 1/4" MAX. SHIM SPACE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV OESCRVTgN DATE AAPRQYED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 I R.L. JAMS INSTALLATION DETAIL CONCRETE/MASONRY 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 E27 72 SIGNED: 06IW2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET omNifll, S R. 0/ice GRAT2, PA 17030 GENq 9'p SERIES 430 SGD 0 51 *= 143" x 80" NON REINFORCED crr FLANGE INSTALLATION DETAILS OF 1 DRAha a«cNo. REV cF•OR1DP• iLROOERTOLOAMSP.E 0882 E TS 0` 02/23/09 OF 9r1.4X WOODFORD RD LEWSVILLE, NC 27023 Luis R. Lomas P.E. 3"N-0609 rHomas 4Avluspe.tPm FL No.: 62514 1 5/8' MIN, I EDGE DIST. I TRIM d d 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE F7116- PROPERLY SECURED 3 PCC7APCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE REVISIO1S REV DATE APPACAD A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R,L. C ADDED FLANGE INSTALLATIONS 2/06/1J R.L. D REVISED INSTAUATIoN DETAILS 08/05/15 R.L. E REVISED INSTALLATIDN DETAILS 06/22/17 R.L. META:, STRUCTURE 1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL 1/2- MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 9 1 3/8' MIN. EMBEDMENT HOOK STRIP LR 10 w000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING 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 E2172 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17D30 SERIES 430 SGD 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS DRA m; OwC ra. F.A. 08-00502 sCALL NTS — 02/23/09 —9 OF 9 L. ROBERTO LOMAS P.E. 1.13Z WOODFORD RD LEWISV/LLE. AC 27023 3+fiae-osoe marrkpxJun,,;rx,..can SIGNED: 0612212017 p- 1 f I1LIO 1;ENSFg6' A 4TATE OF 0.a'. ctOR10P•: 11OI NALE-S' Luis R. Lomos P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFI.ORIDA 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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X 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 ORENGINEEROFRECORD., 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION 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 DONOTREQUIREWATERINFILTRATIONRESISTANCE. 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 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS 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-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 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION t NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAIL S IMIAS*n A ADDEO CHARTS 03/06/12 RL B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 1AI11Irfljll 650 WEST MARKET STREET S R' ! 0 ///i GRATZ. PA 17030 0y 51 SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES GL.^ G< it'' o ; STATE OFMAW iOkF.S+'c OR1DPoxc a wv F A 08-00503 E/7S'0NAsutNTSOATSslim02/23/09 1 OF 9 11E N Luis R. Lomas P.E. L R08ER70 LOAfAS P.E. 1432WOODFORDRDLEW/SVXLE.NC27{L'+3 434-0 4609 ivanar wmawrcom FL No.: 62514 RvAsioNs 143• MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS _ REQUIRED 17 6MAX 4-- O ) '- 6' MAX r 6 MAX 1 L 17' MAX O. C. 96" T- MAX FRAME HE: CHT 6' MAX SERIES 4301440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40. 0PSF I NONE SEE CHARTS XI AND 02 FOR OTHER UNITS RA77NGS NOTES: I. MAXIMUM PANEL SIZE., 48 12' x 95' MAXIMUM D.1.0.: 44 314' x 90 Sr8' HARDWARE SCHEDULE HINTED HANDLE SET (99-04.145) AT 37 3/4' ON CENTER FROM PANEL 801-TOM C TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS 6063- T6 REINFORCEMENT (868)AT ALL PANEL INTERLOCKS 6063- TS REINFORCEMENT 14237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REV DE50RtanON A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART, BI E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (054 Fame Snpxa ftw ano Tow Frerto wah (.I Fbgbl 30. 0 36.0 4ZO 1 47.7 90. 00 70400 f4100 Pos Noe Pos Nep s Map 84. 0 40.0 60.0 40.0 57.9 0 48.0 Sao 404 80.0 40.0 54.6 0 43. 740,0 45. 0 92. 0 40.0 59.6 40.0 51.7 0 42.3 9A0 40.0 56.6 40.0 49.0 0 4C.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Dell n presfure chart (per Frarrq SnOe Fanm arb Tory Franc Wgln (n) Hoym J0. 0 3A0 4L0 47.7 W) 90. 01) f0A00 12A00 f43.00 Pos I Nap I Pos I Neu Pos I Nop as T Nov 84. 0 60.0 Boo 1 57.9 57.9 52.0 52.0 48.0 1 48.0 88. 0 60.0 80.0 54.8 54.8 48.9 48.9 a5.0 41.1 920 59.6 59.6 57.7 7.7 46.1 a6.1 42.3 42.3 96. 0 56.0 56.8 49.0 1 49.0 43.7 1 43.7 1 40.0 1 40.0 CHART rra Number or embor locations rpulreo Fr& w S+WIe Par W and Taal Fran VVkM (n) Holpm 30. 0 1 36.0 42.0 47.7 Ln) 90.0 f08.0 126,0 143.0 HAS Jamb H65 Jamo N&S Jamb H&S jjmb 84. 0 8 6 7 6 B 6 9 6 8A0 7 6 7 6 8 6 9 6 92. 0 7 8 1 7 1 6 8 6 9 6 96. 0 7 8 1 7 1 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SCD 143' x 96" REINFORCED ELEVATIONS awn: D..r Ko. F. A. 08-00503 cu NTS Ott 02/23/09 -2 OF 9 L. ROBERTO LOMAS P.E. I432 WOODFORD RO LEWISVILLE. NC 27023 4. 14-C31-0609 r3artus¢L41mryPa.ron+ DATE APPROVED 03/ 06/12 R.L. F10/ 15/13 R.L. 12/ 06/13 R.L. f08/ 0S/15 R.L. 06/ 22/17 R.L. SIGNED: 0612212017 S1l111 f L 0 ceNSF9, P IDV- T'Ai OF 0R1D. P'G' S/ 0NAl1E\N Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEr i`NT BY OTHERS 1 1 3/8" MIN. 1/4" EMBEDMENT MAX. SHIM L 10 WOOD SPACE 1/2" MIN. SCREW EDGE DISTANCE 10 WOOD SCREW MOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11 I I 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 WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK BY OTHERS REMgN6 REV DESCRIPTION A ADDED CHARTS B REVISED PER NEW TESTtNO C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETALS 1/4' MAX, E REVISED INSTALLATION DETAILS SHIM SPACE INT F6JERIOR EXTERIOR JAMB INSTALLATION DETAIL V/DOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRArM DwC NO. F.A. 08-00503 xut NTS a'TE 02/23/09 —3 OF 9 L. ROSERTO Laws P.C. 1432 WOODFORD RD LEW1SVUE. HC 27023 431-616-060s ma ser w wa,,.cm DATE APP 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 R.L SIGNED: 0612212017 0111 11 f C O i/i y ENSF9S 0 61 Ir = 4. TAEOF : 7, F :40R1D'tG?: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OT1-.ERS 1/2" MIN. EDGE DISTANCE —I II 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. I SHIM SPACE I i 1/2" MIN. viS OR EDGE DISTANCE INTERIOR GRILLING I IR TO BE SET IN tED OF APPROVED LANT 10 SMS OR SELF DRILUNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR RLYISIONS REY DESCItlTigN DATE Gym A ADDED CPARTS 03/06/t2 R.L. 8 REVISED PER NEW TESTING 10/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. fJ JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAY%. owc ero. F.A. 08-00503 soot NTS 02/23/09 Is"" 4 OF 9 L. POSERTO LOMAS Y.E. 14332 WOODFORD RD LEWISVILLE. NC 27023 3N+5806P9 rlt masQ+lklaruape.wm SIGNED: 0612212017 J\ 511RliLt0 3,••cEnsFc9Os _ f TAT Or • Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET i 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EOCE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR 3/16" TAPCON INTERIOR 1 1/4" MIN. _ 1/4' MAX. EMBEDMENT SHIM SPACE MIN. EDGE c DISTANCE INTERIOR 3" MIN. SEPARATION a HOE= 3/16" TAPCON SILL TO BE SET IN v EXTERIOR A BED OF APPROVED I •. SEALANT I . CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT a J 2 7/8". MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ROASID.`6 DCSCRIPIION DATE A ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED NSTALLATION DETAILS 03/05/15 R.L. REVISED INSTALLATION DETAILS C6/22/17 R.L. x J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 SIGNED: 0612212017 MI WINWS OORS t1sl(/ O650DWOESTMARKESTREETLLCS GRATZ, PA 17030 SERIES 430/440 X1X SGD p 1 743" x REINFORCEDT96"ALFRAMEINSTALLATION DETAILS o , TAT Of o t`•F(ORtOP•t': DPAM: owc.a. REv F.A. 08-00503 E is`sI0... IIIII110" saar NTS 0 7C 02/23/09 —5 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWrSVXLE,AIC 27023 Luis R. Lomas P.E. FL No.: 62514 1/2 MIN. REV RLV&OVS DESCRIPTION WE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. 1 3/5" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D FRAMING EMBEDMENT R 2X BUCK y D REVISED INSTALLATION DETAILS C8/05/15 R.L BY OTHERS 1 3/8, MIN 1/4• MAX j E I REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/4, f EMBEGMENT SHIM SPACE MAX. SHIM SPACE t MIN. MIN. INTERIOR 10 WOOD j' EDGE DISTANCE SCREW ` j EXTERIOR I I I I I I 11 I I I I INTERIOR f E I III10 WOOD L I SCREW i N, 1 D WOOD I a SILL TO BE SET INSCREW A BED OF APPROVEDL._.. SEALANT vooD FRAMING I EXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK IIJSTALLA70N BY OTHERS j 1 3/8' MIN. EMBEDMENT 1/2 MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 X1X SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN; LML^ ND. F.A. 08-00503 scuF N T S I D"E 02/23/09 1 S''6 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27021 434.6610-009 ,rwmasfdlaram rR.uvn SIGNED: 0612212017 v\'tCcNS 9aP i 0 51 • It = r f OF ; sv S OR VD 610NA i1 d` Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS I1110 SMS OR SELF DRILLING SCREw M ETAL STRUCTURE 9Y OTHERS 1/2• MIN. _ EDGE DISTANCE CA 1 CMILIK — r cnrvn 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED 11VACCORDANCE WITH ASTM E2n2 1/ 4• MAX, SHIM SPACE OR LLING LTOBESET IN BED OF PROVED SEALANT RLYt5gn5 RLv D+ TE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE MN MIN. EDGEINTERIOR DISTANCE PO SMS DR a a SELF DRILLINGSCREWSMETAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/ 440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oplx?k Orc N0. F.A. 08-00503 GALE NTS — 02/25/09 5 —7 OF 9 L NO8ERTO LOMAS P.E. r432 WOODFORD RD LEWrSVRLE, AC 270Z1 JU446,0 rMamAS(O A'bmo9Pn.— SIGNED: 0612212017 511R11flto C E NS 9s,% 0 b25 t TAT 1c0F iO 4f' cC OR 10k; • Luis R. Lomos P.E. FL No.: 62514 1 1/2" M;N- 1" MIN, CONCRETE/ SEPARATION r EDGE DISTANCE MASONRY BY OTHERS I! c a' 1 1/4" MIN. a EMBEDMENT 4 OPTIONAL 1X BUCK TO SHE PROPERLY 1 1/4" MAX' JSECURED E NOTE 3 I SHIM SPACE SHEET 1 Iis I 3/16" TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS crwwl IVN VERTICAL CROSS SECTION CONCRETEAPAASONRY INSTALLATION INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT `SHIM SPACE 1" MiN. EOCE DISTANCE ° ci 1 .a 3- MIN. L ' •. SEPARATION ° 1J f 3/16'1 TAPCON SILL TO BE SET IN I •° ' A BED 0' APPROVED f SEALANT I . CONCRETE/MASONRY BY OTHERS 1 1/4" MIN, EMBEDMENT t IJ II 1" MIN, EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RFM9ONS Fv 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 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET w\11111f/II'/, S R' 04f ii GRATZ, PA 17030 J,•CENSF 95 t• w o = 5O1/- F SERIES 430/440 XIX SGD 143" 96" REINFORCED t64'ot* FLANGE INSTALLATION DETAILS d•• PCORl04 • t~ DRAWN: o»c No. Nv f.A. 08-00503 E SS/pNAL* scALE NTS — 02/23/09 -LT 8 OF 9 i 1JG\ L. ROBERTO LCMAS P.E. 1432 WOODFORD RD LEWSKLLE, W Z70n Luis R. Lomas P.E. AN-680-D 09 Q/omBs®4fomu>Pe.can f L No.: 6251 E 1 5/8" MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP — 1 1/4" MIN. EMBEDMENT 1TO BUCK OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/ 16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/ CONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP M DESCRIPWN WE 4"OVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTu7G 10/15/13 R.L. ' C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/i5 R.L. E REVISED INSTALLATION DETAILS j 06/22/17 R.L. 1/ 2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/ 2" MIN. PANEL EDGE DISTANCE EXTERIOR :C.,INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM t 3/8" MIN. EMBEDMENT HOOK STRIP D St0 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKAWODD FRAMING NOTES: 7. 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS Daxv": Dwc ea. r 08- 00503 NTSDATE 02/23/09 s"M9 OF 9 L PAWRTO LOMIAS P..E. 7432 WOODFORD RD LEWISVILLE. NC 270Z3 SIGNED: 0612212017 VGENS•9S 4.T4A1YeOF 07-A • cr= F"' c20R10P • Luis R. Lomas P.E. FL No.: 62514 BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map Links l Search b<: l 1 Product Approval USER: Public User Product Aoornval Menu > Product or AODliCatIOn Search > Application Limit > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddooccom Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Licensed Professional Engineer or Architect FL 174 R12 Eauiv_ WD2017-OO1R2 Evaluation ReoQrt - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Method 1 Option D 08/11/2017 O1/02/2018 01/02/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing 71 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0228-318958-P8 S.pdf Approved for use outside HVHZ: Yes F19174 R12 II 3Q74 4 P 1 Track Supplement ChgLt signed,.kd( Impact Resistant: Yes FL9174 R12 II 32462Q P16 Jamb Connection Supp sioned.ndF Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height, Max section height 21", Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II Q229-319959 P9 Approved for use outside HVHZ: Yes R2174 R12 It 307494 P11 Track Supplement Chart sioned.edf FL9174 R12 11 324620 P16 Jamb Connection 5uop sj=d.odfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-QO1R2 Evaluation Renoit - FL 9174 PDF Created by Independent Third Party: Yesdoor, 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 11 0230-318960-P1O S.pdf FL9174 R12 II 307494 P11 Track Supplement Chaff signed.gdf FL9174 R12 11 324620 P16 Jamb Connection Sao signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available, Installation Instructions FL9174 R12 11 0231-318996-P6 S df FL9174 R12 II 307494 P11 Track SUpDlement Chart signed.pdf FL9174 R12 11 324620 P16 James Connection Supp signed.rxlf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017Q01R2 Evaluation Report FL 9.174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 5,odf FL9174 R12 II 307494 P11 Track SupDlement Chart signed.pdf FL9174 R12 11 324620 P16 Jamb Connection Su sianed_pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE 1Nf)?017-OO1R2 Evaluation Rep_prt - FL 9174.PDF Created by Independent Third Party: Yes 9174. 6 ! 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 I1 0235-319 2 -P7 S.gdf FL9174 R12 II 307494 P11 Track Surmlement_Chart siq_ned,pdf FL9174 R12 I1 319040 PI Post Istall Instructions signed pdf FL2174 R12 II 324620 P16 lamb Connection Supp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation wort - FL9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 *0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: No FL9174 R12 lI 324620 P16 ]amb Connection Supo sinned pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AL WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 ! 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Y Approved for use in HVHZ: No FL,17 1 R1 1 0219QQQ P¢ _S..df Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 lI 324620 P16 lamb Connection Supp signed.pdfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE 1ND2017-001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9 L00 #0236 18' May width 8 Max height. Max section height 21".-Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLg174 R12 _I,I_U236 19Q24 P7___paF FL9174 R12 li 307494 P11 Track Supplement Chart si n f FL9174 R12 II 319040 P1 Post Istall Instructions signed [)ofImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUI)p sioned.ndfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-QOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18 Max width. 8' Max height.. Max section height 21". Glazing available in top or intermediate section_ Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-31902S-P7 S odF Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 312 II 307494 P11 Trek _u,pplglmgnt Chart__igned.pdf FL9174 R12 II 319040 PI Post Istall Instruc6on si ne df Design Pressure: +39,20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection S.qpp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R AE WD2017 OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174,11 5120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9124 Rd2,- li_0600-3 9Q2Cy_PS S df EL9174 R12 tI 307494 P11 Track Suooleme, t 'r r sigf cd.pdf FL1174_ R12 11 324620 P16 .lamb Connection ASUPp si ned pdf, Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2Q17-QO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 1 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0601-319027-PS S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Suoni mint .hare sigrted,g(f FL9174 R12 11 324620 P16 Jamb Connection Suop signed.pdfImpactResistant: Yes Verified By: Gordon Thomas RE, FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width, 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 11 0602-319028-P6 5 odf I FL9174 R12 II 307494 P11 Track Supolement Chart sionned odf j FL` 174 R12 II 324620 P16 Jamonnection SSupp sioned,gdf Design Pressure: +15.30/-17,00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party Yes J 9174. 14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0603-319029-P6 S pdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 FL9174 R12 11 307494 P11 Track Suoolerrent Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes j borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174. 15 5120/51 10/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 307494 P11 Track Supplement Chart signed odf FL9174 R12 tI 31904Q P1 Post istall Instructions sighed pdf L9174 q12 II 0246220_ P16 Jamb Connection Supp signed,odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Parts: Yes Evaluation Reports FL9174 R12 AE WD2017-001R Evaluation Report - FL 9174 PDF I Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24", Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 307494 P11 Track Supolernent Chart sinned odf FL9174 R12 11 324620 P16 Jamb Connection Su2p__signed.odf j Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement I FL9174 R12 AE WD2017-001R2 Evaluation Reoort—FL 9174.PDF CreatedbyIndependentThirdParty: Yes door. 9174. 17 5120/5140/6100/9100/9400/9600 18' Max width, 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. I Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_ R1.2It 0606-319032 P7 S Approved for use outside HVHZ: Yes FL2124 R12 If 307494 P11 Track Supplement Chart siptied. pdf j FL9174 R12 1I 319040 P1 Post istall Instructions signed.pdf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection Suop 5ioned.odf Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by independent Third Party: Yes designed as partially enclosed or door is a replacement door, Evaluation Reports F19174 R12 AE WD2017-001R2 EvaluaCion Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.1. 8 5120/5t40/6100/91.00/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use 1 Installation Instructions v Approved for use in HVHZ: No F 9174 R12 _II _0609 3_L)35fi _S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pli Track Supplemor. Ch rt_ sned,pdf Impact Resistant: Yes FL9174 R12 [1 319040 Pi_Post istall Instructions signed pi Design Pressure: + 39.20/-43.70 FL9174 R12 11 324620 P16 Jam Connection Su[sioned.1 d fdf I Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WP2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 R12 it 0608-319034-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.Ddf Impact Resistant: No FL9174 Rig II 324620 P1.6 lamb Connection Sapp signed pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing` available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I[ 307494 Pil Track Supplement Chart signed.pdf FL9174 R12 iI 324620 P16 lamb Connection Supp signed.DdfImpactResistant: No Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-001142 Evaluation Report -_FL 9174.PDF Created by Independent Third Party: Yesdoor. Canted Us :: 2601 [3 air Stone RoadT-487-1824asLTheState of Florida Is an AA/EEO employer. Coovr oht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, ema;l 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 t, 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 reco-d. If you do rot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determ'ne if you are a licensee under Chapter 455, F.S., please click here'_. Product Approval Accepts: FINeCheck Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 " Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope D' TNO'' No. 4671 £3 STATE OF NAU Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8117, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSIIDASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluationwrill substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model # 9605 9605 96 55 9605 9605 Door Size x H) 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-Pl0 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 91 44.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 4_3.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1B — Doors under Evaluation 4oN D. T '' QQ¢•' IGENS y0n y No. 4679g '.yCP S2 '' /O/VAL ENG``\\ trjJnW FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 Psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Ratin Q- Table I — Doors under Evaluation TyO No.4671£3 STATE ofO F P 2; FL 9174.16 FL 9174.17 FL 9174.18 FL 9174,19 FL 9174. Model # 5145/9405 5145/9405 _ 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psfI 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Ratin Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5th Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 HQ%1. NON -IMPACT RESISTANT' GLAZING OPTION - .09W MINIMUM SSB GLAZING IN MOLDED FRANCS SCREWED 13 CA HORIZ ANGLE - TOGETHER W H A MINIMUM OF (6) Fa.l- SCREWS RISTALLED IN TOP OR INTERMEDIATE SECTION (WIN OR VATKOUT DECORAIM- INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SKD N ON THIS DRAWING. GLAZING 13 CA FLAG ANGLE - SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF IS./Y. GLAZING IS NOT IMPACT 16 GA MIN HORIL- RESISTANT AND DOES NOT MEET ME REO.OREMENTS FOR TRACK YMNO-BORNE DEBRIS REGIONS 5/i8d-5 '- ACTPACT2. IMPACT RESISTANT CLAZIND OPTION IMP LAG RE95TANT GLAZING SYSTEM MAY BE INSTALLED N TOP MIN 3 AS OR INTER14MATE SECTION (VAIN OR MTHOUT DECORATIVE SHOWN) IIISERTS} GLAZING SHALL BE 1/4' MAKROLON-AR 1B CA MIN VERT- POLYCARBONATE OR EQUAL. GLAZING SHAH HAKE A MA IJUM HEIGHT OF ISM' AND A MOD" LENGTH OF TRACK SORB', GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WND-5ORKE DEHaS REIGNS S/16XI-5/8" LAG - SEE DETAL E ON SHEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACH GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS JAM9 BRACKET ATTACHED TO U-S UPPER INTEGRAL RIB (SEE DETAIL SHEET CA J-STRUT SCREWED 70 LOWER 1/4-20.9/16- TRACK' RITECRAL AM OF SECTION AND OKRA70R STILE M, BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) GMT AND 1/4-20 NEX MINT AT EACH JB JAMB 1/4-14A7/8' SELF DRILLING CRIMPTITE SCREW TO ATTACH BRACKET LOCATION HE'STRUT ,0 THE INTEGRAL RIB -0 OPERATOR STILE AT ME CENTERLINE OF ME DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MA10L/UM OF 6' O,C MUST OVERLAP TOP AND GOTH ENDS OF PANELS MINIMUM 7/T6' TO MEET NEGATIVE PRESSURES. 4. HEY LOCI. SLIDE LOCKS, OR OPERATOR REOLRRED. 15 GA STIFFEREO• 1 SECTION SHALL BE CONSTRUCTED IBM FOAMED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION ALLY SEE SCHELOULE FOR BONDED TO 30 GA MINIMUM FACER STEEL AND A OUANTY, LDCATON, POLYTAMINAE BACKER OR 32 CA STEEL BACKER, ENV) AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DESIGN OF [ME SUPPORTING STRUCTURA. KEY LOCK OR SLIDE LOCK - ELEMENTS SHALL BE ME RESPONSRUTY OF ME 807H ENDS (NOT PROFESSIONAL OF RECORD FOR THE BU=( OR STRUCTURE AND IN ACCORDANCE V91H CUMEN7 DULONC REQUIRED VAIN OPERATORSEENOTE4). SLIDE CODES FOR THE LOADS LISTED ON 74S DRAWING. LOCK SHOWN FOR 7. DOOR JAMB TO BE )RMMUM 2A6 SnWCTUAAL GRADE CLAMMY LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR NOTE,. (4) SECTION SOLID ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SHOW SEE SHEET 2 FOR U-BAR LOCA70VS B. LOUVER OPTION - .040' MINIMUM LOUVERS N MOLDED ON DOORS NTH OTHER FRAMES SCRCYIED TOGETHER WTH A MINIMUM OF (6) SECTION QUANTITIES AND 0.1' SCRE'N5 INSTALLED ItT MC BOTTOM SECTON. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET SEE NOTES 1 AND 2 ON THIS =MEET FOR GLAZING OP THE REQUIREMENTS FOR VIM -BORNE DEBRIS REGIONS ION& LOUVERED SECTION REQUIRES OMA71DR STILE TO BE F.f.TMY INCTAI IFO AT TMF CENTFIILIMF OF IMF DOOR SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MA% DOOR DOORWDTH HEIGHT UNWO"I LOAD EACH JAMB (PLF) 16'-0' ALL +207.2 -230.I 14'-D' 1 ALL +181.3/-261.6 Ir-0' ALL +155.1 -1728 1VI11111 LICENSF'•.tij : NO. 77945 0'. STATE Ato.In(Ib uKdldMd iT ssTs sawn RD.D 1W nowT ROPL ono R X 'F19A3 TX PE I17444 NROFESSWAL DIOtL7AS SEAL PROV0E0 a4T FOR A 10Y W K94ADAD (XSV6IRJGBnIH OE UAS SEE U-BNi NOTE OR SHEET 2 FOR U-&VR INSTALLATION 18 CA END CAP P4 CHANGES TO GENERA. FORMAT AND CHANCEOiDOORFORMATFASTEMERTYPE AT END CAPS AND BOTtDM RETAINER. GKANIIEO CENTER MiNOE GAUGE AND AIDED LOUVER OPTION. CHAHGEO STRUT IDENTIFICATION MEIN FROM COLORED PANT TO STAMPED NUMBER CRT 3/8/O6 PS ADDED SVPEARIPOSEDi OFSON PRONES9G, LOADS STRUCTURE AND FASTENER THUNDER OFFASTENERSANDCENTER HINGES ER ROOD FORHARROWERDOORWD711S MRG 5 10/06 PIS ADDED IMPACT KET SCHEDULE FOR OPTION, ADDED LIAR 7C DETAIL SHHEET 2 4/17/08 ODED IMPACT TANT GLAZING D TEXAS LICENSE ADDED HICK IOOF LATCH sIsisX, P9 UPDATED MILE BLOCK CRT 0/25/10 PIO ER31526 ADDED 9605, AND NOTES REQUIRED ON DOOR W07NHS 6HEATR THAN E 23/2017 12'-0'. (3) CENTER WOES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE ORNEIOIT SECTIONS BRACKETSEACHJAMB)TYPETRACK CKE MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS = 2-) 7-7 M1 6 C .B), 1 O , 25-1/2Q._ JBr Se JB , 45-/ 4' OQ, 6S JB B FAT ' (is), 10' JB). 21-3 4' .0). 29-3 1 .8 42 JB B3-5 4- .G S 9 CA JG 13' tl 23 JB. J4 JB 47--1 1 tl. SB' JB), 6Y O, 75 J0 JB t JB, 21-34' JB), 29-3/4' JB, 48 (JB), 5'-1/4' (.0), J9), 75-1 JB W: 7 FRCH OF CODE PITCHI ISEE NOTE BELOW FOLLOING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WIN 1/4-20X9/I6- TRACK BOLT AND NUT. FOLLOMNG DMIEH9014 DENOTES IXXCK INSTALL JAMB BRACKET INSTALLED N BUTTERFLY SLOT. NO ADOTONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS NTH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN IT IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANCE. SEE SUPPL0.IENT TRACK CHART FOR OETAILS. STARE PRESSURE RATINGSRATINGSAPPROVED SIZES SCALE N.T.S. SIZE: A n ^ Wayne N (PSF : +25.9D/-28.80 DESIGNMAX NgTH: T6'-D" DATE NAME PSI} + 3&S5 -43.20 MAX HEIGHT: 8'-9' AWN 3/8/06 CRT Dalton. IMPACT/CYCL,C RATED (YES/NO); YES MAX SECAON NECK-. 21" ECKED 4/6/06 MRB s( GARAGE DOORS6 MODELS5120/9100/9605 SREE7 I of 2 DIVISION OF DTERKEAD DOOR CORP_.._..._..___. PENSACOLA FLORIDA3ADDITION 2514 WINDLOADSPECIFICATION OPTION CODE 0230 DRAN9N0 PART NO, 318960 I REV. P10 e50 474- 9690 13 GA ADJUSTABLE TOP -PLACE U--BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO 1YTH 711E (5) PRE --PUNCHED TOP FIXTU E PRE -PUNCHED NOTES ' HOLEE EACH END FACING UPWARD W BOTTOM 6 V-BAR / AND ATTACH THRU END CAP AT W1H (2) 1/4-14x5/8' EACH FSND METH (2) 1/4-14x7/8' CHAPT7E S[TLWS SELF LWLLIB4G NPTTE SCREWS FOR STANDARD 1RACR LW7C.P_,l_ D (3 O 1/4-14X7/8' SELF M CWYP7TE SCREWS FO HEADROOM TRACK (2 ARE USED TO ATTACH DETAIL A BRACKET AS STOWED). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACKED TO USED ONLY ON IMPACT PRE -PUNCHED HOES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WTH GLAZED SECTOR - 11 1WTH {2) T/4-14x5/B' CRWTITE SCREWS. THE (B) PPE -PUNCHED HOLES EACH END CA REINFORCEMENT USE VEXING NOTE IN SLIDE TO ENSURE FACING INWARD µ0 ATTACH iH1TU END BRACKET ATTACHED PROPER ALIGNMENT OF ROLLERS--- CAP AT EACH END WITH (2 1 4-14x7/B' WITH (4) 1/4-14d/8' SELF DRLUNG CROAPTI1E S SELF DRILLING ID CA. H4NGE ATTACHED EXCEPTION- U-SAR RACED OVER TOP CRIMPTITE SCREWS (2 MTH {) i/4-14A5/6' RIB ON THE BOTTOM SECTION SRAL.I CAL THROUGH BOTH CR1/1PT11E SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH BRACKET AND U-BAR) ' WHICH ARE FACTORY END MTN (I)) 1/4-14x7/8- Sar DRILLING ATTACHED) CiMPTiE SCREW LOCATED ON THE DETAIL G BOTTOM FLANGE OF THE U-BAR NOTE DUE TO CLEARANCES REQUIRED TO 2' NYLON STORN6ARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WTH U-BARB, ALL V-SMS SHALL BE 4-1/2' STEM DETAIL B INSTALLED ON SECTIONS MOM TO INSTALLING ROTTED SLIDES AND TOP FlXIURE ON THE U-BARS. SEE ATTACHMENT NOTES 014 THIS SHEET. 16 CA RACE ATTACHED PLACE U-BAR OVER VAIN RIB AND ATTACH WTH (6) 1/4-29x5/8- 2) MTH (2) 1/4-EWSCIUPTITESCREWS (2 OF IHInaMPn1ESCREWSTHRU MICH ARE FACTORY PRE -PUNCHED HOES AT ATTACHED, J OF MUCH Fades SNTEIAAEDNTE HINGE ARE FIELD IHSTAUED INTO LOCATON (i THRU FLANGETOPLEAF, ANp 1 OFMUCHISFIELDOF OF U-BAR AND BOTTOM HINGE LEAF AND 1 THRU 1HRU HIRE -PUNCHED ROLE WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) DETAIL C I2 CA BOTTOM BRACKET FACTORY ATFAd#D WTI / ' A 1/4-14x5/B' PLACE U-BAR OV£R "TECRAL RB YAM CRBIPTITE STREWS N07CH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH {1) 1/4-74x7/B' SELF DRRLWO CRWPTITE SCREIW AS ONIMPACT NE515TANCE, ` SHOWN ANTI USE (1) 1/4-140/8' SELF BOTTOM BRACKET MUST BE _ DRILLING CRWPnTE SCREW ACROSS THE SCREI ED TO THE BOTT(1N . U-BAR W1H BOTTOM OF TIE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14X7/9' SELF DETAIL D HINGE LOCATION, USE (1 1/4-2UX5/a' DRILLING I MPnTE $CREWS. SEE IMPACT BOTTOM BRACCT CRNPTITE SCREW AT AL OTHFR PRE-PUNCIED HOLE LOCATIONS DETAIL THIS SHEET. 1) 1/4-14x7/8' SELF DRILLING CIOMPTTE SCREWAT CENTER LINE OF DOOR THOU J-STRUT Y OPERATOR BRACKET, NOTE- J-STRUT Q SCREW ONLY REQUIRED ON IMPACT GAZED SECTIONS. SEE NOIE 2 SKEET 1 WILI11rr N3 4' MIN STAINLESS WITH STAINLESS- BACKED RUBBER WASHERS 3-1/7' O.0 MAXWTI KO,411 ''----- vp' - •oGEN,SF •.j.i I/C READ G_ /F AC 1 No. 77845 '•, * SG4000ACSSG400SIRUCIURAL L SEALANT OR E(MVALEN7 0. STATE OF • '((/ FACER STEEL DNATlC a xow9, M 4576 COIMTY ROAD I" NdN'F EKPC q1G n n n44s tx 14 nI4M6 FWOFMOKu. OV,L4MR1 SAL PROYM OKYfOR V J`CATI06 a MMIOAD—11.1cim OETAAS NON-STRUCTURN DECORATIVE INNER AWDOW TRAM DETAIL E r)FTAII F DECORATIVE POLYCAASINAIE ATIAEH BOTTOM BRACKET TO BOTTOM U-BAR NTH (2) f •o 1/4-14x7/6' SELF DRILLING / CRIMPTIIE SCREWS-- 11 IMPACT BOTTOM BRACKET SECTION DOORS I (6) 3'. 16 CA. 4) SECTION DOORS YRH (5) 3', 18 CA, 80 KSI U-SARS LOCATED OVER INTEGRAL RIBS AS SHOWN — U-BAB wITAtl1MENi Ne1FS 1. ALL U-BARS SHALL BE PLACED OVER INIUMAL R IS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-IUS/C CRUUPTTE SCREWS AT EACH INTS WEDATE HINGE LOCATION. (2) 1/4-14x7/8' SELF DRILLING CRIMP7 7E SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON DOFTGI SECTION - SEE DETAIL 8 AND D THIS SHEET), (2) 1/4-14x6/e' CRLMPTITE SCREWS APPROXIMATELY MIMWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, Alm (1) 1/4-14.5/8' CRIMP07E SCREW APPROXIMATELY 5' FROM EACH END. FOR DOOR WIDTHS GREATER THAN IY-O'. THERE SHALL BE A TOTAL OF (20) SCREWS AITALHNG EACH U-BAR EXCEPT BOTH U-BARS ON 60T1OU SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACK FOR DOOR 1HDINS LESS THAN OH EQUAL TO 12'-0% THERE STALL BE A TOTAL OF (16) SCREWS ATFACHWG EACH U.-BAR EXCEPT BOTH U-BARS ON OOT70M SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SIDES AND THE s) PRE-PUMCIEO HOES IN THE BOTTOM OF EACH END USED OR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED 07HERMSE ON THIS SPECIFICATION CRAVING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR YM 1/4-140/0' MWTIIE SCREWS 3. 1B GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 6' FROM EACH END. Wayne SFATC PRFSSURC RATINGS APPROV Dalton. GARAGE DOORS AS N.T CKA14GCS TO GENERALUATANDCHANGED FAR FASTENER TYPE END CAPS AND TOM RETAINER WOEO CENTER HINGE i ICE µD ADDEO VER OPTION. TIO 04M STRUT 41TIFCA710N METHOD U COLORED PAINT 10 JAPED NUMBER I 3/b/OB I ADDED SUPERIIPOSED IGH PRESSURE LOADS SUPPORTINGUC7UREAND RBiED NUMBER OF TENERS AND CENTER DES WQ IRED FOR IRONER DOOR WIDTHS. 1 5/)0/08 ADDED We ACT iSTANCE TO DOOR LED MODEL 610D. IFXD NOTE B TO TE THAT LOUVERS NOT IMPACT LSTANT. 6/6/07 MONFED JAMB MS(ET SCHEDULE FOR DPTNY, ADDED iHR ICK DETAIL SHEET 2. 4/17/08 ADDED IMPACT ISTAINT GLAZING. WO 7EXA5 UCEMM AVER TO TITLE OEM. WAD LOUVER NOTE. REASED MAX HOCHT 8'-B'. MOLD HIGH r AND ROOF PITCH CK NOTE. 7/22/OB UPDATED TITLE BLOCK an6/10 W1526 MODELS 5120/9100/9605 EET Z OF Z t5ZAI' INGPART NO. REV. WNCLOAD SPECIFICATION OPTION CODE 0230 318960 ' 110 SPLICE PLATE LOCATION SEE SCHEDULE o 14° MAX t 2" MAX 72" I MAX 1 12- MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAI E 1 KORNISN, PE 4576 COUNTY ROAD 160 MOUNT HOPE Or40 FL PE 77945 TX PE 117362 PROfEMONA, ENGINEER'S SF 11. PRDMEO M4Y FOR VEMMATON OF NNIDLOAD OONSTRUCTDN DETAILS. EE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOi WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS- 11 GA MIN CLIP SEE SCHEDULE RSW-- O. 13 GA MIN CONTINUOUS WALL ANGLE 0x\ %j1111111//// A•{ NE J ? tn No. 7794g 1 70 - A : STATE of ' ; ANAL Ida-7 4CK 1/4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9 =0' 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF- -52.0 PSF 1B'-O" 46.0 PSF/-52.0 PSF on. 944100RR 3395 ADDISON DRIVE PE" TRACK SUPPLEMENT CHART 850)474-9590325'4 REVISIDNS NIX CK-CUPS-7EXAS 1 ANGLE 12 FOOT IATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SSURES TO t.00/-5200 PSF FOR DOOR WIDTHS. UJGED -TEXAS WALL LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO IN HD ANCHORS 4/2/07 18024 WITH OVERLAY TRACK CLIP EDU LE. 8/21/07 UPDATED MODELS ED 1N CHARS. IATED SPLICE A CUP ID/05/07 CLIP (REPLACED ACROSS THE i D4/11/08 EXPANDED 1--1/2' TO S/8• DOOR THICKNESS 1RT UP TO 14' HIGH. 12/11/D8 UPDATED TITLE CK 5/2/10 UPDATED nTLE ICK. REMOVED CHART. 11/15/13 UPDATED TITLE B/15/17 SHEET 1 OF 2 DRAWING PART ND. REV. 307494 P11J 2 3/4" t1" EDGE DIST E60XX MIN. 11 88 22 244 s1 MIN 3/1611 THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2x6NO,.2 SPF (G=0.42) OR __ _ _ TRACK CLIP _ BETTER AT EACH I 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS—J 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL. \ 2 3/4" OPTIONAL_ WALL ANGLE MAY BE MIEN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. a WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDI,N( I CONCRETE MOUN71NG DEVIL OWAYNE i KCRW91, PE 4576 COUNTY RON 160 MOUNT HOPE. DH10 FL PE 77943 T' PE 117666 PRDFMCNA. EHMNUA'S SELL PROVIDED CK-Y FOR VEMFICATIDN OF 11.00L 13 CDNSTRUO170N DETNM 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 20X9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP Jxj I fill LIGENS SNo. 77945 STATETTE OF S ONAL 100 Wayne Dalton. GARAGE DOORS CHART 3395 ADDISON DRIVE P£N(85o4FLORIDA803251aTRACKSUPPLEMENT ANGLE 12 FOOT UPDATED FORMAT. REASED ALLOWABLE SSURES TO 5.00/-52.DO PSF FOR DOOR WDTHS. LNGED `fExAS WALL LE` TO 'CONTINUOUS L ANGLE". ADDED ISTRAIE MOUNTING AIL, CHANGED TO A HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 98. 8024 WITH OVERLAY 8/21/07 UPDATED MODCLS I11) IN CHARTS HATED SPLICE k CUP IEDULES 9/D6/O7 UPDATE MOUNTING UPDATED CHARTS TO ONATE THE USE OF I A, 'RPSSTTHE D 1 8 UPDATED STEEL IOUNTING DETAIL IRS C4/;1/08 9 EXPANDED 1-1/2" TO 3/8` DOOR 7HiCWE55 1iARI UP TO 14' HIGH. JRT 12/11/08 10 ADDED MODEL 8700. IPDAIED TITLE BLOCK RT 6/2/10 11 UPDATED TITLE LOCK. REMOVED CHART. RT 11/15/13 12 UPDATED TILE LUCY, SC 6/15/17 SHEET 2 OF 2 DRAWING PART ND. REV. 307494 — Pil Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 S0) 474-9890 illtlliJf/// vlCEN& No_ 77945 S _ 0 0' STATE OF c ORIDA S pNAL 'E: MIMMU UWAYNE J. I( MI9{, PE 4576 COUNTY ROAD 160 MOUNT HOPE OHIO C PE 77915 T% PE 117WB PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERWICATMIJ OF MNDIOAO CCN&TRUCTIOR OETµ-S. 1 6' MAX FASTENERS PER SCHEDULES 1 TARU 4 MAXIMUMSPACING 6' MAX. H Tx6 I(3 t HEADER LOCK FRN PINE BRACKET LUMBER 4' a' 2-3/4' L (2) 3/8' SWPSON TITEN HD SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4'. D T R 1 MINIMUM 2 pc1 ONGRETF NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2.4 STRUCTURAL GRADE SEE DETAILS 1, 2, AND 3 REWIRED FOR VERTICAL POST REINFORCING SYSTEMS. LUMBER FOR DOOR HECHT ATTACHMENT TO WOOD SUBSTRATE DR MINIMUM 2x5 FOR ATTACHEMENT TO CONCRETE AND GROUI FILLED CMU, TR. DOOR WIDTH MINIMUM 235 /3 t HEADER LOCK SOUTHERN PINE BRACKET LUMBER. B' 4' !' 8' 4' 4) 3/S' &LIPSON TITEN HO SCREW ANCHOR MATH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. QETAII 2 MIN6AUM JOOD P51 GRDUT FILI FD Iu i NOTE' MAXMUM DESIGN LOAD CAPACITY OF 2400 LBS. REVISIONS P17 UPDATED TIRE BLDCIc ESC 6/15/17 MINIMUM 21 6 /3 ¢ HEADER LOCK SOUTHERN PINE BRACKET LUMBER—` 4' 4" C(4) 3/8' OfA. LAC SCREWS WITH 1-1/4- DD. WASHERS. LAG SCREWS SMALL HAVE A MINIMUM PENETRATION OF 1-9/32- INTO THE MAIN SUPPORT MEMBER. DETAIL 3 YA7{`fi SUPPORT STRUCTUR[ uAnl--fiy __s.tr_.N LOAD CAPACITY OF 2430 LOS. A14N SHEET 1 OF 2 rw.lcrvrn JAM6 CONNECTION SUPPLEMENT DRAWING PART N0. REV. 324620 1 P16 Wayne f =Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOL.A, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE MIN 2 X 4 S'F (0--OA2) DR BETTER WALL STUD TE. NOMAX ALLOWABLE FASTENER NOTE, MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF Tiff STRUCTURE DESIGN 2 3/p• DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SHALL MW EDGE GIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSISIUTY OF OF RECORDS THETHE STRUCTURE FORTHEL I /? I OF RECORD FOR THE STRUCTURE L _. 2- 3 'M IN E BED. HD, 2-3/4' MN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/ 4-20X9/16' TRACK BUL.1 ANU 1/ 4-20 HEX NU TRACK--- DIRECT CONCRETE MO NllFli= DETAIL i KOR NSF sti 4: No 77gg5 r STAB OF PWAYNE L XORN16H, PE 76 COUNTY ROAO 160 MOLWT HOPE am R PE 77R45 TX PE ',17866 PROFE9SIDHAL ENGIH-ER'S SEAL PROMDED DNLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS. HOLD SHEATHINGlNIERIOR 5/ I6- LAG SCREW WITH 1- 9/32- EMBED INCEN7F40-F STUD ( 3 1/4-) FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/ 4-2Dx9/16' TRACK BOLT AND 1/ 4-2D HEX NU TRACK DIRFC. T worn MOUNTING OFTAD MAX 420 Lgq PER LAG FAR NFR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REYISIDNS P17 UPDATED T17LE BLOCK ESC5/15/17 DATE NAME J a 1G 13 CRT ED DRAWING PART NO, 324620 REV, P16 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear db r1 Product Approval USER: Public User Product Approval Menu > Product or Auulication Search > Aoolication List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715 R3 COI COI Silverline SS 2017-06-14 odf Standard AAMA/WDMA/CSA 101/f.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGufBV5nRNMfolDM5dhG310CYhzgZSGo 1 vg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # ; Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1,19715 R3 [I SW?Q12 S 2017-06-14adff Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes { Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 1 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.12df Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 It SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes r t IFLF 7#Yi7 rT7S7R:t3Gi3FtL! 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 sen 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 Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr 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 wis 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 licenf under Chapter 455, F.S., please click here . Product Approval Accepts: K;'e:A 0 Credi; Card c to https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA°/`2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OENCTED IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF EllI INCH THE DEPICTED LOCATION S, SPAC" IN THE ANCHOR LAYOUT DETAILS LE., W THOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, A. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH:M(S). MAXIMUM. ALLOWABLE SHIM STACK TO BE 313 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER i'S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE R8 WOOD SCREWS OR 11 GAUGE ROOFING N4:LS OR 10C COMMON NAILS OF Vff ENT LENGTHTO ACMIkVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 4. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE P8 SELF-TADi1NG SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR P N 7 ION BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/8- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RID WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCX TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE(MASONRY, USE 3/161NCH DIAMETER ITW TAFCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-2/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4" EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS £NET RATION BEYOND METAL WALL 70. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. fil. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 113. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES; A. WOOD- MINIMUM. SPECIFIC GRAVITY OF 0,55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 20M PSI. D. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47.8 MIL 10.0473" or 18 GAUGE). MIN. 112" EDGE DISTANCE, F. ALUM.INUM - MINIMUM ALLOY 6063-TS. MINIMUM. WALL THICKNESS OF 1116". MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) SfNERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FRC), EXCLUDING 14VMZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAIWDMA/CSAMI/IS.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE Of WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCM17ELI SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN MVMZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION F8C, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E ISM GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRI TION 1 INSTALLATION IS GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HOR.ZONTAL SECTIONS (THROUGH FRAME? 6 HOR120NTAL SECTIONS, BUCK INSTALLATION,d GLAZING DETAIL MAX OVERALL SIZE Cowls.DESIGN PRESSURE ' I MISSILE INWACT RATINEi WIDTHHE16HT36' g4• 0/X 35 / -35 PSF NON IMPACT 3r 66' O/X 50 / -50 PSF NON IMPACT 31' 74" O/X 50 / -50 PSf NON IMPACT 38' 77' O/X 35 / -35 PSF NON IMPACT 44 62' O/X 50 / -50 PSF NON IMPACT 4W 7r O/x 35/-35 PSF NON IMPACT 43' 64" O/X 20 / -20 PSF NON IMPACT 52' 1 72' O/X 25 / -25 PSF NON IMPACT 36" 93.75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96- O/X (ORIEL) 20 / -20 PSF NON IAWACT 72' 62" O/X•O/X 35 / -35 PSF NON IMPACT 7r 54' O/X-O/X 35 / -35 PSF NON IMPACT 76' 6r O/xo/X 50 / •50 PSF NON IMPACT 72' 0/X-O/X 50 / -50 PSF NON IMPACT 77' O/X•O/X 2.3 / •25 PSF NON IMPACT V74' O/X•O/X 35 / -35 PSF w,)N IMPCT 74' OfX•O/X 30 / -30 PSF NON IMPACT 62, O/X-O/%-O/% 50 / -50 PSF NON IMPACT 03' 72' O/X-O/X-O/X 50 / .50 PSF NON IMPACT IDS, 84' O/X-O/X-O/X 25 / -25 PSF NON iMFACT SilverUne k, rindersen I 019 SIIKRLIK YRYF 4aTH GR1M..W1CK W 4410: M { 7-w) •Ji1000 Dwc sF: Nftay Ww0 6y Hn F. Now, P.E. 5 w D 0.0 2 R- sw I aril AW*,w° v.. *4 ,rurt FL#: FL19715 Da :2D17.06.1511111:08{NYJfr SHEET: I OF 6 MAX. FRAME HEIGHT 74" I I IT— f MAX. FRAN HEIGHT 9E MAX FRAME f'— WIDTH 48" ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" 4 5 5 S 7 4 L-- I X. I A 0 4 5 ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR All ZNI.4902 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFiGURAT10N5 FOR ALL 2902-4902 iRATINGS, TWIN UNIT CONFIGURATIONS 5 4 MAX FRAME HEIGHT 84" MAX FRAN HEIGHT 9! MAX FRAME I WIDTH 48" ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME 4 5 WIDTH 108' i I X. x• f x" s ELEVATION TRIPLE SINGLE HUNG WINDOW Silverljne k;ruierxn I o x:veFuut rxv; nw-H ec;mswla, rvs oral ran 8 oPQ N F n Z m w m 4 Z a O • Z z a u2000 DWG sF: SW0002 SHEET: 2 OF 6 2" MAX. FROM CORNERS I 11" MAX. 3 O.C. 11" MAX O.C. I 2' MAX. FROM CORNERS art. +o.sr urmaernwraF LL N: MIO.ORCO YA% 0. O C T wEwD, Tw D, uap SAl ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX. FROM _ 4 1/2" MAX CORNERS j~ O.C. i 4 1/Z" MAX. O.C. 2" MAX. - FROM. CORNERS 6" MAX, FROMr !! 20' MAX. CORNERS I I O.C. 6" MAX. FROM CORNERS I 20' MAX. O C. L_ 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/2' MAX. O.C. 6" MAX. 1 FROM J CORNERS I Imo_ 4 1/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX FROM I ,I ` 6" MAX. CORNERS II O.C. L 6" MAX. J O.C. 1" MAX. FROM CORNERS 6" MAX. FROM 12 3/ 0. MAX. CORNERS O.C, 16 1/2' MAX O.C. 6-MAX. Liu I^_ 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12' MAX. O.C. P/N50-2945-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORKERS P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line krAlxk rx n oK auYEALI-A mvc Naar owl.:rriac. NY 4w w (752I )5.%W um s z^ 01 J W m02 n a WOC '^ V n `r -- B Ff I/IIIIIL,0% R 9 In > 0 41 v DWG sF: SWD002 SHEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 SEE GLAZING DETAIL. SHEET 6 p:) VERTICAL SECTION 4 MEAD-ZX WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR \ II7 INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH 8Y OTHERS 98 WOOD SCREW INSTALLATION ANCHOR— X WOOD BUCK BY OTHERS SEE SHEET 6 FOR --- CONNECTION DETAILS CAULK BETWEEN ONCRETE/ MASONRY d ZX WOOD BUCK BY OTHERS 3/8' MIN. EDGE DIST. 1/4' MAX. SHIM SPACE I/4' MAX. SHIM SPACE 3/8- MIN. J EDGE DIST. I A r• Q . CCNCRETE/MASONRY BY OTHERS 11/2' MIN. EMBEDMENT Al VERTICAL SECTION SILL -ZX WOOD SUCK NAIL FIN va' MAx 71 SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6, METAL STRUCTVRE TwIT98 GA. 5 SELF -TAPPING SCREW 1 INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS MIN. 3/8- EDGE DISTANCE EXTERIOR OA. UNIT WIDTH HORIZONTAL SECTION JAMS - METAL STUD NAIL FIN Silver Line UriflljCl5l'. Il as nIEwt* MIA lgi' w iWriWICI NI ?YNl n. pxl.l.000 V a Z z 25 2 t m ui h I, ant S P! a wo . d IN r T i= N Z * '. w o p v DWG tt: SWD002 SHEET: 4 OF 6 ts10 WOOD scREW 3/4' MIN. INSTALLATION ANCHOR EDGE DISTANCE '- ZX WOOD SUCK/STUD BY OTHERSCONCRETE/ MASONRY ` SEE SHEET 6 FOR 1/4' MAX. BY OTHERS • CONNECTION DETAILS SHIM SPACE CAULK BETWEEN ° ° SASH REINFORCING CONCRETE/MASONRY o SEE SHEET 6 FOR REQUIREMENTSBYOTHERS - ... SEE GLAZING 1 MIN. DETAIL SHEET 65\ EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR PERIMETER SEALANT SHIM SPACE BY OTHERS / 4 1 O.A, EXTERIOR ( ! INTERIOR UNIT HEIGHT 4 SEE GLAZING DETAIL, SHEET 6 i E, VERTICAL SECTION f HEAD-2XWOODBUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT J P/N 50.2495-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL,REQ. PERIMETER SEALANT BY OTHERS1 1/4" MAX. SHIM SPA ir EXTERIOR FINISH 1,,,,` BY OTHERS tea• ' u' MIN. a EMBEDMENT PRECAST SILL.-- BY OTHERS 3/16" ITW TAPCON 1° a INSTALLATION ANCHOR a " 7 3/4- MIN ° EDGE DISTANCE pSVERTICAL SECTION S SILL - CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/S T UD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS CE O.A. UNIT WIDTH rF- HORIZONTAL SECTION 5 IAMB -METAL TUBE/STUD OR APPROVED MU WON THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED 4 0000 4.00DO TO ACCOMODATE #14 DIA. 2 0000 -2 0000 0,500 0.0620 0. i 0.75IM21 3.0000121— t A r%rm HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN, 1-1/4" EMBEDMENT, MIN, 1-3/4" EDGE DISTANCE. S. FOR INSTALLATION TO METAL STUD, USE (4) AM SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2" EMBEDMENT, MIN. I" EDGE DISTANCE. SilverLme I A- id oc We no"I., r1l i at :u.cx.M Mwc noon. aawwma, w arwz rra vX> »n co0 Z " 3 MmV ., v°o z vi I y a W S w Z - Z m t w q m T m W m O Z tt W P S m s t o 1411 02%rX 3i I/ll lllfNtttt mz o z 2 u Z o a v SWD002 SHEET: 5 OF 6 NOTE' SilverLine L-,- iderSE71 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS j OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. ocw,• oa.. INTERIOR a•t 111vc tw¢ an.•t wan :wrmct w aawe 5/8" O.A. Z G. GLASS c EXTERIOR INTERIORINTERIOR EXTERIOR / ( \ INTERIOR`- W Z Z m v SMALL" FRAME MIN, GLASSLARGE' FRAME R { 112, v, z CO _ co o QREINFORCING SEE BELOW FOR REINF. EXTERIOR REINFORCING l V BITE SEE BELOW FOR REINf. ffljj' 2 w o 2C °D REQUIREMENTSQ 1/8' SETTING BLOCKREQUIREMENTS, o.ro VERTICAL SECTION H HORIZONTAL SECTION aw ` 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL I o Q O T h U ! ALUMZIhUM. SASH REINFORCING Z o o, v IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 1. LOCATION Of BUCK OR WINDOW ANCHORS MAY BE 1 O Qm 48 X 72, (0/X), DESIGN PRESSURE +/• 35 PSF ADJVSTED TO MAINTAIN 1" MIN. CENTER TO CENTER H 36 X 84, (O/X), DESIGN PRESSURE •!- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. O 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF SPACING SPECIFIED IS NOT EXCEEDED. 38 X 77. (0/Xj, DESIGN PRESSURE •/- 35 PSF 2B SUCKMAY BE FLUSH WITH FACE OF THE BLOCK. H i 72 X 84, (O/X•O/X), DESIGN PRESSURE •/- 35 PSF w 1 76 X 72, (O/X•O/X). DESIGN PRESSURE •/- 50 PSF i 108X62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1/4" ITW TAPCON ANCHOR 108 X 72, (0/X-O/X-O/X), DESIGN PRESSVRE •/-50 PSF 4" FROM CORNERS 16" MAX. O.0 THEREAFTER ZX WOOD BUCK OF SUFFICIENT STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING DEPTH TO FULLY SUPPORT WINDOW FRAME, li: ;.•••••••.• •A/ j0, 6 BYOTHERS1 1/V MIN, :, ' gyp:.` y_, a wDyyt-, t„P'; IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF EMBEDMENT , I Tr 1 1/2" N.IN. EDGE J. I DISTANCE: OO i•r l, j 2" MIN. EDGE \\ I v •-:,1.••`I ,a y STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING, 0BYOZSTANCE ` CONCRETE/ MASONRY PROt`xg ulnlltt` OTHERSR y N Z X 4 F ISNOTREQUIREDFORTHEFOLLOWINGSIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGNPRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL 3 z o p v DWG 4: SWD002 SHEET: 6 OF A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product. Ev..111.1.afion Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval Report No. 487"; 6"' Edition Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: diver litre 11€rildin Pr•odlict One sikerlinw Dr, North 11.1111at ick' N.l f6 )()'a Prepared by: llor'mes I`. Ni3rero. PA- Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' F. O 7'- cc G tONAL Hermes rMir ro, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/ 14/ 2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6`h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6`h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 y 2/,\4\, BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 06/14/2017 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 ES612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = O.SS), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.S0" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.2S" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Comments Archived Product Manufacturer James Hardle Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@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 Walls 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. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. f Validation Checklist - Hardcopy Received Certificate of Independence FLI3192 R5 COI RIO _Certificate of Indeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 - uiv RIQ-2692B-17 ASTM__11a5_UUiv_Alen df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II Cemplank-Installation.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 11 ER RIO-2688-17 Plank WSP 5heathinci.odf FL13192 R5 II NOA 17-0406.06.12dfOther: For use in HVHZ install in accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shinglg to CMU pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathinci.p FL13192 R!5__AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 fI ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS 11 ER RIO-2687-17 Plank Shingle tQ_CMU.pdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 lI ER RIO-2688-17 Plank WSP Sheathino pdfImpactResistant: N/A FL13192 R5 II HardiePlank-Instailation.pdfDesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 1I NOA 17-0406.06.pdf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL1319? R5__AE ER RIO-2683 17 Plank Wood Metal Frame, pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.gdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 RS 11 HardieShingle-Installation pdf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame,pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CML1.pdf FL13192 RS II llardiehingle-Installation.Ddf DesignPressure: N/A Other: Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Framg. pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathina.odfImpactResistant: N/A FL13192 RS 1I NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 II Prevail- LSD-Sidino--Installation. Ddf Verified By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RTO-2687-17 Plank Shingle to CMU.Dof EL1312Z RS_ R RTO-2688-17 Plank WSP Sheathing,pdf FL13192 RS AE NOA 17-0406.06,udf Created by Independent Third Party: Yes Contact U; :: 2601 Blair Stone Road, Tallahassee FL 32399 Pone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund StatemenC 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 mall 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 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 emalis 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: Credit Card Safe Florida Product Approval Prevail"' Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL South MULTIFAMILY SIDING PRODUCTS Lap Siding `Z INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated OUTDOORS 1. Position cuititg station so that wind will blow dust away from user and others in working area. INDOORS t. Cut only using Score and snap, a shears (manual, electric or pneumatic). 2. Position cutting station in well -ventilated area may result in shrinkage at butt oints. Gar tanks on1Carry edge, P 9 , Protect edges and corners from breakage. The manufacturer is not responsible for damage caused by 2. Use one of the following methods: a. Best: I. Score and snap ii. Shears (manual, electric or pneumatic) b. Better: 1. Dust reducing circular saw equipped with a a Good: HD sttrreducing circular saw wlthladewsawbladeandHEaHardiebladesawblade m extraction only use for low to moderate cuking) NEVER use a power saw indoors NEVER use a circular saw blade that does not cony the Hardieblade saw blade trademark NEVER dry sweep —Use wet suppression or HEPA vacuum improper storage and handlin of theg product, a Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using 'Best' -level cuffing methods where feasible. NIOSHapproved respirators can be used in conjunction with above culling practices to further reduce dust exposures. Additional exposure information is available at www.pmvailsiding.cwn to help you determine the most appropriate cutting method for your job requirements, if concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact the Manufacturer for further information. sow ns GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c, sheathing". Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary 9 power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. 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. The manufacturer will assume no responsibility for water infiltration. Install Prevail TM products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). Maintain a 1" - 2" clearance between Prevail"" products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114" clearance between PrevailM products and horizontal flashing (fig. 7). Ensure gutters have end raps. Maintain a minimum 1" gap between end caps and siding Figure 1 Double Wall Single Wall trim %8). g Construction Construction Install lockout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -in bracing Adjacent finished grade must slope away from the building in accordance with local plyvrocd 24• o.c. max. building codes - typically a minimum of 6" in the first 10'. CISl3 sheathing Do not install PrevailTM products, such that they may remain in contact with standing water. Prevail TM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products, For larger projects, including commercial and multi -family projects, where the span of the 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. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Finish, Recommended for Primed product! It is not recommended to use caulk at field butt joints. stud Figure 2 water -resistive harder I ib joint install planks in moderate contact Install factory finished edges together at butt joints. As required by local building code —Apply caulk in accordance with caulk manufacturers written application instructions. water resistive o° barrier o" o fastener Install a 1 1l4' starter strip to ensure a consistent plank angle leave appropriate gap between planks and t m, then caulk — WARNING: AVOID BREATHING SILICA DUST PrevailTM products contain respirable crystalline silica, which Is known to the Stale of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sigcosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade' saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instnbctfons to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.prevailsiding.com or by calling 1-877.236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SWIM PR1007-Pi14 7110 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"m products surfaces, flashing and counterflashing requirements for clearance between the Prevail'" products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure sg manufacturer's instructions. adjacent finished grade. Figure 3 driveways, Provide a 1" - 2" clearance between the stud water roofing and the bottom edge of the water resistive barrier Figure 4 siding n I resistivebarrier siding and trim. g Figure 6 concrete Maintain a 1/4" clearance between the bottom of PrevailTM products and horizontal flashing. Do not caulk gap. Figure 7 k din gon114'gp ulk flashing Vantage, lap siding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS** fascia I deck material Uu 2,. JL, joist flashing 91ledger1 2- Figure9 ;• KICKOUT FLASHING Stepllashing , Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects 1 a sidewall. The roof must be flashed with elNdh reavesemrmbr"gane step flashing. Where the roof terminates, install a kickout to deflect water away from erp edge the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim ousewrap boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not 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. stud 24"-- ---- Figure 10 Figure 11 stud O. C. max. i water - resistive I Minimum overlap barrier _ — ""' o for Both Face I i and Blind Nailing i blind nail min. 1 1/4" _ o overlap 24" -- O. C. max. face nail t -"'- water -resistive 1 1/4" min. f barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. x The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. Also see General Fastening Requirements. 1 1/4" min. overlap water - resistive barrier P2/ 4 6110 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'"" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the 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 under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). South Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind bads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction, Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should 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, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, M7,\J Caulk® il addadd nail do not under 00NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk, Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevailTM' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 5114 1 so = too sq.ft.) (exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL" LAP SIDING WIDTH 6114 71/4 71/2 8 8114 91/4 5 6 61/4 6 3/4 7 8 9112 8114 12 10 3/4 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 5 125 100 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 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 166 This coverage chart is meant as a guide, Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 international Residential Codet for One- and Two -Family Dwellings Table R703.4 and section R703.10.2, Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P3/4 7110 South A 2010 JHTL. All rights reserved. TM, SM, and b denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest 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 I Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001 3 2017 FBC Evaluation Report 04 T4 Soffits final,odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL '# Model, Number or Name 12194.1 i Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Ao ription Aluminum soffit panels Installation Instructions 1s1 14_4_RE [I A)y 0,Q1._Q1yF¢[G_v_It ijtipn R Rort__Q4 T 5-Offits final,odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports F 1.1.Q4_R A. qt_5041__201ZEE_v luatP.i1._R.R t"S 44... Offits final.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. Coovriaht 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds 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 wis 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 licens under Chapter 455, F.S., please click here . Product Approval Accepts: M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL40g2sYQvu%2bwcrWmooed2jQ°/a3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 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. 1709.10 Properties: Wind Resistance REFERENCES Entity Certified Testing Laboratories (TST1577) Certified Testing Laboratories (TST1577) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) LIMITATIONS Report No. Standard Year CTLA 1847W AAMA 1402 2009 CTLA 2076W AAMA 1402 2009 ACIX-003-02-01 AAMA 1402 2009 ACIX-003-02-02 AAMA 1402 2009 This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 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 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. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES. LLC 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 0.016-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. 16" Q4 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. e R1 Fq ` '.`•4. ow may. h' 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. n. ......... I 12" FULL VENT CENTER VENT ALC15001.3 FL12194-R6 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 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. jJ1Irll11rr1, 1 LPG.• , G E N S • •cS'J' No 74021 3 STATE OF : J 1S;j0NAE"o' 1. CERTIFICATION OF INDEPENDENCE 2017. 09.01 10: 06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001. 3 FL12194-R6 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. CREEKr' TECHNICAL SERVICES, 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 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) 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 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: 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 1--_- Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 Page 1 of 8 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I f- Fastener Fastener Location 1"l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail t40.0 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 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-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 o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 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 ga1/4-inch crown x 1- 1-inch leg staple 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. 3/16- 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 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. O.C. spaced 36-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 0.072-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. ALC15001.3 FL12194-R6 Page 3 of 8 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 Wall 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. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-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 staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. 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 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) 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 staple 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 staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-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. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-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 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple 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 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- 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 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple 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 o.c. 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. ALC15001.3 FL12194-R6 Page 5 of 8 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psD Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter 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 staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 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. 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 psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /, One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. t6o inch x 7d ringin pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each NSYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga. Y, ancchh ored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch O.C. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 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 B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail s t.ra 1 FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT (OVERHANG WIDTH VARIES) 12F-3 \\—"F" CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFITmT SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4" DIAMOND PATTERN I ; D ETAI LL.,,r C, ,,, STAPLES KTVEENJUSINGADIAMOND ' ` STMI.ES , PATTERN FACIA BOARD FASCIA CAP 12 F-2 FACIA BOARD 1 3/4" X 1/4" CROWNjS.S. 8" STAPLE ON CENTER 1-3/4" TRIM NAJL P' F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED CAPWITHTHEOCFASCIA NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOS_ max. 12-inch span WAD SOI SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B i SOFFIT STAPLE SUPLES DIAMOND PATTERN FACIA BOARD a/r WtA/F2NDETAIL iFASCIA CAP 3/ 4" X 1 /4- CROWN 4— CHANNEL STAPLE 8" ON CENTER 1-3/4- TRIM NAIL 1- 3/4 TRIM NAIL PAINTED S.S. screwed to sorfit PAINTED S.S. 48' 1/ 2" x 3/8" head O.C. diameter screw, le" O.c. SOFFIT — max. 12-inch span SOFFIT WOOD OR BLOCK SUBSTRATE FACIA BOARD FASCIA CAP 3/ 4" X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001. 3 FL12194-R6 Page 3 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. ri CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail If- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP I SOfFii I 1.4- CROWN STAPLE OPEN RAFTER FASCIA HOARD 4 wi 5iF' I -VA 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F" CHANNEL--,--." HANNEL I SOFFIT; MAX. 16- SPAN i MASONRY -----,""* i I SUBSTRATE ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min s h a:i iira. nail .th: rnit M 111 .097' ':i<.i. 1 I1a71 c7 :?: Ut 11d7'i wi r_ ,n r:. 5/ " ariq 7 ner. ,ffrk cen r te. or 7 ^k ;lih r,-ater spac..") FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I \--„ „ F CHANNEL w .6.Q.71._. 1,P FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 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. N CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n `, SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4• ; 1-1 ; DIAMOND PATTERN j DETAILCROWNSTAPLES `, USING A DIAMOND 39' KTVMMTSB , PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4- CROWN FACIA BOARD 8' 1-3/4" TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PLANTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NmUNG FLANGE UP OR3/4' X 1/4- CROWN STAPLE SOFFIT -max. 15-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 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. F CREEK TECHNICAL SERVICES, LL_C ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I I" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP I SOFFIT I 1"z{- CROWN STAPLE I OPEN RAFTER FASCIA BOARD 1"xj" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND i 16F-2 8 PATTERN. REFER TO I DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL _____ _... _.... FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F CHANNEL SOFFIT: MAX. 16' j SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 B System No. Installation Detail OPEN RAFTER Vr BETWEEN', SOFFIT STAPLE sT' i, SUFLES DIAMOND DETAILu PATTERN FACIA BOARD 3/r VETVEEN I; STAPLES / 3/4" X 1 /4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 Ti—CHANNEL 3/4' X 1/4' CROWNJS.S. 8" 1 FACIA BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER PPAINTEDS.S. 48" FASCIA CAP D.C. 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATEjr- DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail \\\ 1P' NAILI FASCIA BOARD PAINTED S.S. , I"a}' CROWN l I I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1-.1- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN \ \ OETAIL T 11'' TRIM NAIL FASCIA BOARDIPAINTEDSS. 11 SOFFIT &FASCIA DETAIL 24F-1 & 24F-4 G I'e1' CROWN STAPLE i - - FASCIA CAP; REFER / i0 SOFFIT i FASCIA \ DE1AR / 1 Nominal PsY SYP F Baflen Aminored one to SOFFIT; MAX. 1A" C- fRANNELRattersrRhoneldRingShankNailatevery Ratter WOOD SUBSTRATE i SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 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 TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRW NAIL FASCIA BOARD PAINTED S.S. t-j" SMOOTH SHANK i FASCIA CAP ROOF NAILS SOFFIT 1'4' CROWN STAPLE t - TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I".t CROWN STAPLE FASCIA CAP; REFER TD SOFFIT & FASCIA DETAk Nowtinal 1"x2" SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 76 Ring Shank Nail at trtrY Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA T-NAILS FASCIA CAP SOFFIT , I"ej' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 2417-3 & i 24F-6 1".}' CROHN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL i 1 Nominal 1"a2" SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Ratters with one 7d Ring Shank Nail at every Ratter MASONRY I I ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-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 B System No. Installation Detail I I- TRIM NA0. FASCIA BOARD PAINTED S.S. raj- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1' ' CROWN STAPLE SOFFIT STAPLE CANTILEVEREDI DIAMOND PATTERN RAf iER I DETAIL JJ FASCIA BOARD 1 ' TRIM NAIL SOFFIT & FASCIA PAxIrED S.S. DETAIL 24J-1 & 1'a1' CROWN STAPLE 24J-2 -- - --_ FASCIA CAP. REFER i0 SOFFIT S FASCIA DETAIL / \ Norrvnal t' K 2' SYP battens scabbed between carters SOFFIT: MAX, tA' J-CHANNEL secured with one nne {t) 70 ring I I I shank nail straight -need through the ratter into the end WOOD SUBSTRATE of the batten cr two (2) 7d \ i ring spank nails to need on / either sae of the pattern at the battervratter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 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 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 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, 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 604 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. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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. ALC15001.3 FL12194-R6 Page 1 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 Design Wind Pressures for Soffits in Exposure B Building Type' Zone Mean Roof Height 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 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 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 42.8 48.3 54.1 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 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 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 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 ALC15001.3 FL12194-R6 2of4 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 Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 1 -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) 5 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 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 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 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 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 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 Design Wind Pressures for Soffits in Exposure D Bui{ding, Type Zone Mean Roof Height (ft Basic Wind Speed 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 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 5 40 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 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 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 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 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 3/8" F-Channel 3/8" 3/8" J-Channel F-- 3/ 4" —I I I1/8" HEM 15/B" M T7 3/4" i 3/8- ISOMETRIC VIEW 3io rnvnLc UMETRIC VIEW 318" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 Fascia 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE aL HF ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2.75 ftf END OF REPORT ALC15001.3 FL12194-R6 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. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)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, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. ALC15001.3 FL12194-R6 Paqe 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 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. CaF EE (jALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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 0.016-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. 16" Q4 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. tea. 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. M y w l:. 4 a i 12" FULL VENT 12.• CENTER VENT ALC15001.3 FL12194-R6 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 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tiIIIIII1111, R' , P° 9/' '. oo No 74021 ' 3 STATE OF :I n •. ,c P, .' O R1111111100 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04t00t Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, 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 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) 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 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: 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" 04 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 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 d. 16" 04 Soffit — 8-inch o.c. Fastener Location l F- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 1.2J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with 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 Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 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 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 84.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-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 o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 63.3 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 staple 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. 3/16- 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 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. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 1617-4 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 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 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 Wall 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 1617-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-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 staple spaced 4-inch 0072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with JI-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. 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. ALC15001.3 FL12194-R6 Page 4 of 8 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi 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 staple 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 staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-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. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-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 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple 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 staple 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 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple 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 o.c. 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. ALC15001.3 FL12194-R6 Page 5 of 8 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored ot lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch onerafterwitho 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ringank inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. nailshankail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter 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 staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 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 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 crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 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. j CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-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) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. /,- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. xinchcrown 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- 7min. hank 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nailchinchail inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 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 B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. :1j3 1; Ad 1G-n. irtn. ...a f.-nail C, ub n.atl FASCIA SLIP BOARD FASCIA TRIM 12F-1 & I (I \—"F" CHANNEL IT WIDTH VARIES) 12 F-3 FASCIA LIP 1 /4" STAPLE STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail K TV `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" X 1 /4' ; 1 D ETAI LCROWNSTAPLES USING A DIAMOND vW KTMCEN/ STAPLES / PATTERN FACIA BOARD FASCIA CAP 12 F-2 FACIA 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' INSTALLED CAPWITHTHE ,DCFASCIA NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT_max. 12-inch span WOOD SOI SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC 12J-1 No. I Installation Detail OPEN RAFTER 3/4" % 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN u f_ J—CHANNEL 1-3/4" TRIM NAIL—+ screwed to soffit PAINTED S.S. 48" with one(1f M8 x. 1/2• x 3/8• head O.0 diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFM—max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B W ` SOFFIT STAPLE L-1 DIAMOND PATTERN FACIA BOARD 1 3/0' BETVEE„/ I DETAIL j STAPLES / ASCW CAP 3/4" x 1/4' CROWN STAPLE "8" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" x 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1I" TRIMNAiI FASCA BOARD PAINTSNTEU i FASCIA CAP SOFftT 1-A}' CROWN STAPLE OPEN RAFTER FASCIA BOARD it A5r8-'-Q 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL F' 14ANNEL SOFFIT. MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. h.,-,d eiia. nail wi,h Min. min. 0.047 " "i 4 a, . T- n.i 3 1, -,2, stub -i,, i wit}. min. 5/6" en,-jac ernen.(fcr, or I -dock 3ubstral.,e), spac-1 as nore,I above . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n',°' ', SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' x 1/a" CROWN STAPLES , ! f ,' DETAIL USING A DIAMOND ! 31W KTVEEN/ STMLE3 / PATTERN FACIA BOARD / FASCIA CAP 16F-4 3/4' X 1/4" CROWN FACIA BOARD 8" 1 -3/4" TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NA1LJ PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDwITHTHEO.C. NAIUNG FLANGE UP OR 3/4" X 1/4' DOWN CROWN STAPLE SOFM- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I" TRIM NAIL i fASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"a}' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / \ DETAIL _..__ _ _... FASCIA CAP; REFER / \ lo TO SOFFIT b FASCIA j„ 6 F CNANNEI DETAIL J 3/8 SOFFIT; MAX. 16' ` SPAN WOOD / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN CHANNEL — 1-3/4- TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B i s;ETWEE1' SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD , yr lErvEENi STAPLES FASCIA CAP 3/4' x 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- x 1/4' CROWN STAPLE r SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'x}" CROWN FASCIA CAP STAPLES _ SDFFIT ' USING A DIAMOND '— PATTERN: REFER TO 1"a;' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DEVIL --- 21 FASCIA BOARD SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-q CROWN STAPLE FASCIA CAP; REFER SYP TO SOFFIT i FASCIA \ DETA0. / Nominal 1'.2' Batlen Anchored one SOFFIT; MAX. 24- to flF-CHANNEL Rafters vilh onee Td Rinq Shank Nail at eery Rafter WOOD SUBSTRATE i \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 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. f CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i i- TRIM NAIL ( -FASCIA BOARD PAINTED S.S. 1A' SMOOTH SIIANIf FASCIA CAP ROOF NAILS SOFFIT I(I( I I"a' CROWN STAPLE 1 f- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal t'.2' SYP Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL RafIers with one ld Ring Shank Nail at every Rafter WOOD SUBSTRATE l ALC15001.3 FL12194-R6 Page 10 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1;' TRW NAIL FASCIA BOARD PAINTED S.S. 144A i' T-MAILS I 1FASCIA CAP SOFFIT 1-.J' CROWN STAPLE 1 TRW NAIL PAWTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1-r1' CROWN STAPLE FASCIA CAP: REFER TO SOff1T S FASCIA DETAR. Nominal 1'm2- SYD F-CHANNEL Batten Anchored to SOFFIT. MAX. 24' Rafters with one 1d Ring Shank Mail at eery Rafter MASONRY I ALC15001.3 FL12194-R6 Page 11 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. REEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAIL I FASCIA BOARD RAIN TED S.S. I -xi" CROWN FASCIA CAP STAPLES USING A DIAMOND\\\ SOfFiT PATTERN; REFER LE \ CANTILEVERED I 1"x{- CROWN STAPLE SOFFIT STAPLE \ RAFTER Y DIAMOND PATTERN DETAIL FASCIA BOARD TRIM NAR SOFFIT & FASCIA PAINTED Ss, DETAIL 24J-1 & _ 1-4- CROWN STAPLE 24J-2 _.__ _. ---- - - - FASCIA CAP; REFER TO SOFFIT 6 FASCIA DE T All Nominal 1' x 2' SYP battens / 8 xaen ra betweenand SOFFIT; MAX. 24' 3/8' ured)- CHANNELsecure0wKn one (i) 70 nng stank nail straight -nailed Infough the rafter into tie end WOOD SUBSTRATE o'the batten or two (2> 70 ring shank nits toe-naAed on \\ either side of the batters at the batleNraner iftt&' SectlOn / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 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 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 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, 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,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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. ALC15001.3 FL12194-R6 Page 1 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 Design Wind 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 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 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 42.8 48.3 54.1 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 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 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 1 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 ALC 15001.3 FL12194-R6 2of4 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 Design Wind Pressures for Soffits in Exposure C. Building Type Zone Mean Roof Height ft Basio Wind Speed mph) 120 130 140 150 160 '" 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 Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 5 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 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 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 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 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 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height ft Basic Wind Speed 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 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 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 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 5 40 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 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 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 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- 1/8" HEM 3/4" 3/8- ISOMETRIC VIEW 3/8" PROFILE SOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 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. y CREEK TECHNICAL SERVICES, LLC Fascia 3/4" 3/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25' h'P 0 125' TYP 18' BLANK 3 / 8 PROFILE aoo U U U H ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/81, 7/8" 1 3 1/8" 7/8" 1 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/21, 1/2" 13.75" BLANK 3/8" PROFILE ose v 0 2 'YP 0.12-11 TIP JCF HCHFilJ d d U U END OF REPORT ALC15001.3 FL12194-R6 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. Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff , BCIS Site Map Links Sear, do da Product Approval V USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner 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. Ha rner@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 the Robert Nieminen 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 J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.pdf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 1' S`k Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PROD UCT%20APPROVAUFlorida%2OBuilding %2OC ode%200nl ine. html 1/2 1/2/2018 Florida Building Code Online I Summary of Products 5444.1 1 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes 74 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SS0.487.1395. *Pursuant Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wi<- 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 licen: under Chapter 455, F.S., please click here_. Product Approval Accepts: MWIMEM Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%206uilding%20Code%200nline.html 2/2 TRINITY ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance:09/22/2005 Revision 13: 09/05/2017 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 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof 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. Trinity) 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 "TrinitylERD 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: OF Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 dhnn t(ts.s the facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/OS/2017. This does not serve as an electronically signed document. 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 Trinity]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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6tl' Edition (2017) Florida Building Code and 61h Edition 2017) 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 ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D7158 2011 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 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/1S/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 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 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 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CerNJicote Of Authorizotion #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 2 of 12 TRINITY 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'", Belmont4l, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" 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 TLTM and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" 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'" 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. LIMITATIONS: 5.1 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 within FBC HVHZ jurisdictions. 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 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 Vasd = 150 mph (V,,,t = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 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 Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Volt = 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 F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-1113 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITY'ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 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 1511 or R908 and CertainTeed published installation instructions. CT20', )M- 25, XTTM 30, )M' 301R: ENGLISH 12" 12" 12' f~—(305 mm) (305 mm)-- —(305 mm)--j t" (25 mm) — Sealant i" (25 mm) 5 5/s'• (145 mm) 51&,lot Abrwnod Fart T METRIC T t3Ve'3 1s" —.} t3'!?,• .j t"(25Cum ', Sealant "(25mm)- 6 IN' T Figure 11-3: tlut four nails for ever, full shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type If Is suggested. 1• Rooting Cement Apply 1"(25 rum) spots cf asphalt rooting cemmnt under each tab corner. Figure 11-4: Osefour nags and stv spots ofaspbalt ceywwlon sleep slopes. CALrr[ ON: Excessive use of roofing cement can cause shingles to bLister. Hip & Ridge for CT20T", XP25, XT11 30, XT`" 30 IR: Cut Shingles t III I I -2"(50 mm) rRemove--. 25 turnt, I ilIi itIICap Cap Cap3QSh+ngh: ShingleShingleFigureI1- 24: C)d labs, then trim back to make cap shingles Engt ob donensions shown), 5„ 1 ( 30mnt5 fasces RIO\ 125 In 11A6 ms"\ p\ [' 0 Figure 11-2. 5: hiskdMtton of caps along the Gips arul ruiges. 6.4.1. 1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R33 Certificate of Authorization # 9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 ARCADIATM: LOW AND STANDARD SLOPE STEEP SLOPE Use. SIX nails for ever%. fill shingle located as sliown below. Nail Lire Nail Nail Lire i' (25 mmi t'+,25 nm) --- TRINITY ERD Use SIX nails and FOUR spots of asphalt roofing cement for evory full shingle as shown below. Apply asphalt roofing cemeot t"(25) trim) from edge of shingle. asphalt roofing cement meeting AsrXt D 4586 141)e tl is suggested. I Figitrc 2. Use six nails for ecerr fell sbingle. Figrua 3: Use six nails and fimr spots of asphalt roofing rerrnnrt on steep 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® NP111" 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 -sealing adhesive 4" 314" --*- I-F- 1" Dab of asphalt cement between shingle layers 1 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 TRINITY ERQ 6.6 BELMONTO OR BELMONTO IR: 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 r less I..- mr) 1' i25 nrr)—"I JlLl11 o W:liona,'earlsr,'reviral M nni i cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTN:i D4586 Type fl is suggested. 5t6',16 mnf 1' r25 nrr--------- F.c,61nq fcmen! •-- 1 &71i3drm, cro Icss dc, Liu 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar CrestTM' IR hip and ridge shingles. For Belmont' IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge 12' Remove This Tape Figure 17-18. Sbatigle* Ridge. f 8• Exposure Remove tape from the right side 1 ", ,' g•_ I and fasten SECOND Fasten the left side 8518, RIGHT FIRST j LEFT Figure 17-19: Installation of SbangleO Ridge sbingles an bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPI'" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthoriration #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 i TRINITY ERD CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: T[CP UADr LOW AND STANDARD SLOPE Use free nails for every full Sh:mgle. rM,l.. 25 mm) t (25 min) T 5i8" 8 51d" 18 min) (220 min) A P gure 17-1. Gse frte nails for men fill! Grand Uanr.Shangle. C''mrlage 1louse Shangle, or Centennial ,Slate. se seven nails and three spots of asphalt roofing cement for every full GrandManor Shangle. Use five nails anti three spots of asphalt roofing cement for every fill Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement 1" (2)5 nun) front ettge of shingle Figure 17.5). Asphalt roofing cement meeting ASTbi D1586 T pe 11 is suggested. T ( 38 mm) t•• outs wl .• 25 mml sla a sir Ili mm); I t220 min) I .. _ 25mm)} t= F(qure 17.5: When installing Grant ,Manor Sbanglfs on steep slopes, use seren nails and three spots oftrsphatl rooJing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles TTM TM TM K LANDMARKM ;, LANDMARK. TM . IR, LAN[MARK PRO, LANDMARK PREMIUM, LANDMARK TL, LANDMAR",K SOLARIS, LANDMARKTM SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRI( DIMENSIONS 12' 14314" 12" 1--(305 mm)----( 375 mm)—--(305 mm)--1 1 (25 mm) I Relea a Tape Nailable . Area LANDMARK TL NorthGate: 131/2" 13" 13t12" 343 mm)-----(330 mm)--- --(343 mm)---j 1" (25 min) Figure 13-4: G'se four nails far ere,3 full shingle. WIN NAIL6 G AREA 12" 14 314' r.-- (305 mm) -- -.— ( 375 mml --.- -+— (305 mm) V R5.rm) tcailrog UPPar nal l7te r (25 mm)—+- I t.nwer na4lre ( r— Nalling areas for low and standard slopes (tram 2:12 to 21:12) Nal ber*een upper & Iraer Ines as shown above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate ojAuthoriration u9503 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use sic nails and four spots of asphalt roofing cement for even, full laminated shingle. See beloxv. Asphalt rooting cement should meet r45TAt D458611pe 11. Apply I- spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12'-- 305 nm) Nail Area For Steepl 25 mm) mm) I - 25 mm. TRINITY . ERD LANDMARK TL 131?2"— 13" 13t;2' - 343 mm) 1 (330 mm) (343 rrm) 1 "(25 mm) 1. (25 mm) — 2.5mm)---- Roofing Cement Figure 13-5: Use stiz nails and four spots of asphalt roofing cement on steep slopes. NorthGate: STEEP 12" 14-W4" 12" SLOPE - -(305 mm)-- (375 mmi---•-4--(305 mm NAILING NaiU4qAREA }- 1"(25 mm) betweenTl? imits war 1"(25 mm)— nal Ines. I" 25 mm) Roofing Cement Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" 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" 92/8" _ 305mm) --- r (250mm) 6 -1 -- F — I (125mmi (125mm) 150mm) i (150mm) NNotchfor otclh for Centering Centering 12" . 131/4" --... 305nm) Notches to,Alignmentt 7 (337mmj Notches for Alignment to 5 Lthe Top Edge of the Previous 7 the Top Edge of the Previous IS Cap for5"(125mm)Exposure (18 m) - Cap for55i8'(141mm)Exposure (1{96mm) English Dimension Metric Dimension — Ili Shadow Ridge"" Shadow Ridge" Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorirotion N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 27i32' 250 ninq — 4 15.16' ;.125 nirn) t Certr:ting blotch 13 t!T y 337mrr) J Align theca / notches to top 7 sea, edge of (194 mm) l previous course NorthGate Ridge TRINITY ERD 13 1/8" 333 mm)---s 6 5/8"-0•I4-6 5/8•' 168 mm) 168 mm) Centering 131l4' Notch 337 mm) Align these 7 518" notches to top (194 mm) edge Of previous course. NorthGate Accessory 12" 3051r1n') Laying Notch I Figure 13-20. Use laying notches to center shingles on Gifts and ridges, and to locale the coned erposum For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 TRINITY ERQ 6.9 PRESIDENTIAL SHAKE*"", PRESIDENTIAL SHAKETm IR, PRESIDENTIAL SHAKE TLTm, PRESIDENTIAL SOL.ARISM LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails I" Nailing 40' -- above tab culouls making certain tabs of overlying shingle cover nails. Guide Lines (1016 mm) 5 114' — 133mm) 14 li4" t Il2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Pavidenftal and Prtnt knttal TI Sbake shingles on low and standard siofies. 1 1' diameter asphalt rooting cement Ftgrrre 16-7: Fastening Presidential and Presiderifial T/1 Sbake sbt wAz on steep slofxs. 6.9.1 Hip & Ridge for Presidential Shake—, Presidential Shake" IR, Presidential Shake TL'm, Presidential SolarisT": 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 than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners mast 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 12"; Portland, OR produces 97/s" x 131/4" 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 Crest", Cedar Crest'" IR hip and ridge shingles. 6.10 HATTERAST": IOW, STANDARD AND STEEP SLOPE: . y y 230 ntm) t23!i mm) (230 nur) (230 mm) I (230 mm) (230 mm) (230 mm) (230 mm) I 1 I_(25 mm) _k2; mml=l gam.. I_(25mm) _ _ _(25mm)_i (2t0rnml 9318" —Roofing Cement -I-- 240 mnh) Figure I i - I. fu;lenb(e 1Ie!lrnra .chnrglrx nn Mep a"Pel For sleep slopes. ow rite nails and eight spots of nsphadt roofing 18grnr I5-3: Fattening talleras Aingles on centem for itch full nanerw, shiode ns shown atone. Apply 1' Lary and Maudard Slain., US-0 dian Bier pnti of roulin;, cement (Asnt 1) 458611•pe 11 For lots and st:uldilld slopes, use rive nails for each full sub eattl) under etch ut, tvrner. Press shingle Into phco, do not I I:Iltents shingle of shown :doge eslose cement. CAIn'ION: Too noch rooftog cement cw omse shingles to blister, Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras zi 2 Figure 15-14: 18 three-piece units separate to make 54 Hatteras Accessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mm) I I I I I IjShingle 460nim) Cap Cap Cap Shingle Shingle Shingle 1 Figure 15-20.• Cut Hatteras shingles to make cover cap. TRINITY ,ERD Faster gr ig' (460 203 24o m Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATElm, HIGHLAND SLATE TM IR: LOW AND STANDARD SLOPE: STEEP SLOPE: r 111(2'rml)- tz c gym} Alum -Dade regavos SIX n"k(hve nails 1'(25 mm) irMta;led aver center toles u :Jxrr). F{pure 11-3.• Use, FII•A nails for etwry Highland Slate shingle. Use FIVE halls and EIGIIT spots of asphalt roofing cement' for each full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D45S6 Type 11 is suggested. I r aslmml Rs mml - Mi.11"ade a va 1'aS mTi <40-1 SIX rals (fpo naps i 't. am Career — y- — L A e9 srgwnl — t-.__:._ .L.— RooMg Cenlenl Figure 11.3a: Lse RVIF nails and eight .cpoki of asphalt roo/ingceaaerrt undereacb tall corner GAli 10N: Excessive use of rooting cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'". Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 11 of 12 6.12 PATRIOT*"": LOW AND STANDARD SLOPE STEEP SLOPE Use FO(A nstils forever full shingle located as s1lown helovv. snlad 1 _ I'(25mnj j — — y i'125:rr,+ e1,. I 156mm) l— i333.s 1 + iii rn t3lmi + TRINITY ERD Use EOI R nails and four spots of :uphalt rooting cement for evel' (till shingle :Is shown belong AsphAl roofing cement nwNI ctingASWiM ype II is suggested. Apply 1'(2 mnl) spots of asphalt roofing CCnIQIII aL, shown, CAUTION: Excessive use of roofing cement can c:ulse shingles to blister. t' t2i mm 1-77r JRealing Cement-1 6. 12.1 Hip & Ridge for Patriot*": Refer to instructions herein for Cedar Crest', Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle 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 610320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Sear Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kern Eden kerri_eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlaymen f nal.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM 06380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/pr/pi_app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary_of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ. Yes F1_12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes j Underlayments final.pdf I Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval RQQort TAMKO Underlayments final.pdf i Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes i Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf j Created by Independent Third Party: Yes 12328 4 1 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.pdf Impact Resistant: N/A I Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf 12328.5 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 j No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKO@ ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOS TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO@ ASTM Tile Underlayment N N N N N Y TAM KOO Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO(D No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO@ TW Metal and Tile Underlayment Y Y N N N Y TAMKO(D TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES. LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product 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. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tltttt ii1JiR, G n Y No 74021 O'. STATE OF CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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. END OF REPORT TBP14001.4 FL12328-R8 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. Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO(D No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture GuardO Y N N N N N TAMK00 No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt Y Y Y YZ Y N TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Underlayment Y Y N N N Y TAMKO(D TW Underlayment Y Y N N N N TAMKO(D TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 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. CpEEK TAMKO BUILDING PRODCUTS, INC. i TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product 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. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES fat -Ity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tttttttt iii PRY R. No 74021 S•• STATE OF .'44/ Off. A, CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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. END OF REPORT TBP14001.4 FL12328-R8 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. 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear 1 1 Product Approval ro USER: Public User Product Aporoval Menu > Product or Application Search > Auplication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6S11 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I 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 t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method i Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 112/2018 Florida Building Code Online Date Validated 11/08/2017 N'! Date Pending FBC Approval Date Approved 11/12/2017 FL # Model, Number or Name 3792.1 135 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2': 730 Roof Louver' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 160S1025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 RIO II Lomanco 13S-2000 - NOA 16OS102S-ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Th Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051.028,pd Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16053028.odf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.12df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.idf Created by Independent Third Party: Yes Jtlext 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 https://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 rlhaM MIAMI-DADE COUNTY fro -ILIS PRODUCTCONTROL 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) ww•w.miamidade.eovieconomv 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 Miami -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 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 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 noted 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.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar.l Rodriguez. APPROVED i 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. Jacksonvi Ile, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI 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 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 attachment 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 1'/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'/4" 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. 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 an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: 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 ''/z" 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 Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A MEMO -Mimi 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOT: VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 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 DETAII, C 750-S SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMI-DADS COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGIII.ATORY 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.gov/economy 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 Miami -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 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 Mianhi-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 noted 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 tenninate 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.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY,%jA- 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 TASI00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 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 attachment 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''A" aluminum annular ring shank nails. With the first nail 1'/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'/4" 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 NOA No.: 16-0510.28 MIAMI•DADECOUN7Y Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. 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 an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: 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 '/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 Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B a 750 SERIES LOUVERED ROOF VENT APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 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-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i I DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE m NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MAW MIAMi-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 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.gov/economy 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 Miami -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 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 detennined by Mianu-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 noted 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. l 5-0831.07 and consists of pages I through 9. The submitted docu rnentation was reviewed by Gaspar J Rodriguez. 4Y.-4k NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page t 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 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 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 attachment 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 1'/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'/4" 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 NOA No.: 16-0510.28 MLAMI-DADECO NTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. 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 an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: 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''/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 Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4- 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 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 t 1 DETAIL C 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL. D 750-E SERIFS LOUVF,RED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cpa rrino@castcrete.com Authorized Signature Craig Parrino cparrino@castc.rete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC1 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels - Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use outside HVHZ: Yes EL158 R10 C CAC NOA 17-0821 19.QdP Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FLI58 R10 II NOA 17-Q821,18.Ddf FL158 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Each rd eut Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Couyr!oht 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: CMG Credit Card Safe MIAMI'QADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONON 11C RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION tvliarni, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE _ ( NOA) ivwwaniamidade.&ov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 Scow;: 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 AHJ). This NOA shall not be valid after the expiration date stated below. The Mani -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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel. Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. 1 I ADE COUNTY ( NOA No. 17- 082 018 e Expiration Date: 09/ 11/218 Approval Date: 09/ 28/2017 09 /Zg1ZaJ7 Page Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet] of I, prepared by Craig Parrino, RE,, dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApri128, 2003 both drawings signed and sealed by Craig Parrino, P, E, B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTiL1 E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanson, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pm-rino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, PE., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality *ten? Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drmi ing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., datedMm-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALTTY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Draiving No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet .1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'. 6" & 12"Lintel Safe Load 'Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, amd .Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lyfiami-Dade County Department of Regulatory and Economic Resm-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. C-Hefiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date. 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 081.19114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory rnrd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALC,ULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and .Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. lieimy A. Malcar, P.C., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 I AWA. HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE TYPE "A"_S.jIRF A" BOTTOM STEEL LENGTH 6" & 12" PRECAST LINTEL R"INFORCiNG CP G< <ABRiCATION B EL I I - a fa49 tt' _ a; 4' r e'1aP a t Ji'[,(, ayyyA' 9lNibn tr T(P 4 asv is v _ _ f •„. t„ r/uY W VW-/ W ASWa llaltla C rov m n MCP! I q a Ai f aniuu4 n n • • stKaun ' [ M' a•Wt e n - V A7 simcuv PRU[5 +5-Oy.W1y L 4" PNiC1-ATNTE 72' PREP` ST r/ 2' P.F se .- iNT t2• PREC NU INTEL 4" SOLID LINTEL DATA TABLE Sfli07fl M. n1-0., V 6" PRECAST U-LINTEL DATA TABLE FJJI,oQL7'[L r Iiil7'>f aaaruL.A[cr E/ Wit, rvar. atmFrsnraLiir.tr>a F nr vaFF r T71L1 rrtrn:iC 9 Irxmr rgwm2atc>ass'l— ffiza • rt.,at29Arx.;n t(1Lrdtttaf.9aa_'Tja.2>aCz'7AM r rtsa ima.rr uts a rE77C:iL•T':lE[S L`li4STFTdt!( L:.F oaArm. aavGAIRM tFrfasarriW, NOW fZ u lmor(ilti 3FFl incLlu=ncuu 12" PRECAST U-LINTEL DATA TABLE E Si[ m t7!G®flF3..TT1E,'i ClllO lC1i 9 E17r L1Ci VEfiZJrJdi![i14 t7Ci ili_tf mtS3ti4y'.)i Li'OlF/LT C'>ir:P00, rJeT3 ii3TtiT ..T. saf i 3f7t LL..Ii7it7% rll.t ;`+F7C'iiFF`i siFE>aQ+CrsBM> i W.L1.Yyrrrd Es:IrtFm-c:y.irQr yLs: ii J=:S::.tFF3G--1(FI. 3 Fr•3MEMBER rFf51LiQirt t'S1iCf L•:lrl.=:=fPG3irliL r:ltLG rts rn.amd3irl QiC.iEL•it O 2" PRECAST Wj 2" RECECS Q - NT- DATA TA9 t SM fliIMPa0lIQESI11r I M010K K PKP IW MWW APPEOYN. R K PWWrEa V COMMIT LAW AND CAKIOi K IMPt000CE0 0a WA MW= wn",I WE PKOa "MIN 00mt CAA-Esm MK m L aLYatKY.[ia at[t4 1/n M ASP( Aal Cl K E4, Ali A KW 4 S WM STALIMMI t NIP Ia b1CK IAM" . 1EOa Ptf a EO a Aala 6. M )ME lom KtWKa W fa.W- flmp W CdMta -U L COFCIKIE MEM ML C. " E000 fM FM ALL i WM Ali u b" laal IACIt W 9 WE [aFORPoF M74 M U MIIi - M0. W Ia[CtA It1K[IR fi . ]NO Pal IPR 1 EIER I110[la 3a ft . 4. IKEM [K[ MWORO p CAN IAWCAtma MOIEL KWO 1 aOPPY Ala QlUtL K CIII MK WE MM IO K IU" 1MP1 pIK 1 Rau" rA &UM W. W S NIS 11 alMr tw,aa Arta aWIeM lAtMt FML j t'A -' o (`• .••• PAODt1C3'R7iVtffCil) as mapiymg trifh Oy Fhri DKiWhgCwtcO 0,4 71; ^ Raccy:rnca Noi OB"LJ, 19 p(t.0t)UCf RLVtzBU v' :xxi 1l/ - mm,lldrt"s.Sl t:tM,P>,ut A T•'-JB AarPwxeNo/o o°[0 03 Q.` ( jIPUaUootrato,.IL T-° g CRAIG S•ORiO.`a,.`• M24CR679 PARAINO ER.NAL. FN0 4756FLPELIC PRECAST AND PRESTRESSED LINTEL DETAILS FRI IM, MVJW14 Um Bf: Xw AWA SULt AS SBOKK PAR 3 2 C$M o ml Mo FMM P.S, WAWM I04611 UW. 1 Of CENERAL NOTES 1) ild ro 4• P-9 Mid « 3000 Psi r. 6, & 12• —A lmb grye fide agg'epaW amo 'vimrs suw' vpeut ASSIA f80 w1t n+>inun'oot ores ca.yesstn -1900 pd f tar WT ASf/l A6de a0 matsPxAsaC2A1s7typooSuows2) Aa wb bad tables hosed aA tdobnsn 4 ioch aawral b=LV- fasxoyer mint wed• ar fx wd bby29xbairtq ILIA2k t awn 6 112 Wehae. 3) PtWda Iw -W bed erW h.4j.W . 4) W wnsber W Poreoawb inGedss W Pemeet ndx6an la 9(.& 40 add Wed tabu. 9 q y r.> T/ 14% mdwgm2FZI> 142B `.6a) I. Pa i4Zapq 5) Al W* meet x sated Ll360 ddlcotion. r ah or exceed L/la0 de(kclbo, boiu We Is Wed to cooAons mae iny Ibe flodda Bak" Cade sec6.• 1604.3. 1 .f opp6mga a) soar. akd klbb es .4*.& 7) 4' xGd K. W. to be 11.1-W w/ 4 6mercia Iw WIA-1 .ed a• d'wwrvtiaY rnaW. S) WsWioibn/o6ad.eed et 6.b1 nwst soupy eph U.-9.4'taol aM/x abswWrd 4zauets. 9) Lbe e. w mq• a &d. c—.*Oed beds leas ale eah Wad Ublee b1 d.4W Nye r• daatg —t aed lb- of d-onq from Me 12) 6• dt 12' L", are m ftvkc w.d aft 5-1/2' Wag sokbn d Bu ands to VA—M.ra W sea nHoidq ad 91WA419' 13) Ike AeW eul.. el 6W. (,d.W le erk.Ur eonueb mmm wdb dal h.V. a coo6n6 of daw e;*4 b . doece Wlh ASW P 926 a OW oPW.W —5.9. 14) UDLkb Waded dleeAmeoltl4• nth Yowled (amT1Y of r[5tt) and horizmkl QeWd) Wads d_t be dralrcd far a• m +Rh 11w fdawirg Wa6ek OW -6.1 food + *" t.U.W led S 1.0 Sete wrkd loud Soto hodweld Wad 1$) For c pa•' te We hd4l4 nd ahom nse sds Wad kem aW lox bdoA atwnn. 15) For Wd W466 rot alawe,'aa .1. bod I— ae1 W W k*h show. 17) Safe Wads an a;prErryas.d oloes6W Weds. la) Safe W& bored w m bad deep womb pu AM 5:dID agndoACl 31L 19) roW ww.I tecaesrde mowr.y Was xw abe" 1heNf see al ft odditiond 1-:•:: SAFE WERk LOAD TABLES FOR LOAD 6A1MIGh' FOR EACH ADDf1 *l aIEORCED C]N (KW) FULL COURSE 1) j5 REAR FOR 6' LNUS 1/2' fAR lYP 2) /S REM FOR 12' LINTELS t OR40 a 6R60SAFE LOADS FOR 4a' SOLID LINTELS Arn GRAVITY TYPE LENGTH 4S8 S- 6" ( 42 PRECAST 1180 4'--0' (481 PRECAST 959 4'-6" (54') PRECAST 789 5'-10'(70') PRECAST 460 C-6" QJ8 PRECAST 360 7'-6' (90') PRECAST 260 9'-4' (1127) PRECAST 156 10'-6-(12n PRECAST S 16 12U8 Casfr-4 Rrn UPLIFT LATERAL TH LENG"" 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-O' (48) PRECAST 597 320 4'-6' (54') PRECAST 529 258 5•-10' (701 PRECAST 407 148 6'-6' (78') PRECAST 366 118 T-6' (90') PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6' (126' PRECAST 152 43 12FB 12F12 12F16 10) aA >• Xd Rated s ..i -: ;. - ':;' ,.,.. 11) Settao W oW « ba to be located d W bolWm of Iho Wei MAY. PRODUCT RSVISED BUS 6F8 6F12 6F16 - ~`• ' ea compiyhs with ttw: loelrt 'Y ;•f-; f.4^' lM)6,e Coda c 2J_ /g • `. F-v• • van Dde L7LJJ 2•/B 'I(jij ' < ;5.: +'• L:= }' TYPE DESI6NAT10N In IY>) ea111.WLID i 'D d TOE 'at •-wY +y;-:' ,:':';`'^ 12F16-2B/2T 'r IDf4C11LT4 1 L Whln6( S ''S nT r.4 :•/•: '•. •:1'. ^ 7,:f'. 1CA REWmD mR 7 IM82 •• , • 0)®um. ro9rtaws rt: •.Y. y 4:+- ^h?`•t`: i• c.: eil.. tv e 1-t7r ads. Y • >.:• 11' '" it c ,p . • erg: +: ' ••' f.. ter. • ,.....,.:.'• o ' :..•, • • "r''' `" 7•.;; i'4:,+ _oa. 4 4S8 •; y:, •1 ` .` ' A': 2 • 12F28 12F24 12F20 c 1• 42 '• vA ('n" m tr taus ^: y ±: 4 * s PR-UCT mrslir m moorm sw r u ms :t •.. i o w g+rilh Os: N orkt:t haws a.aTeu =," {!,• e : S7 7 ; 74' WIdi. 1, nA Cwle t1 s 8•^ACfc.Y1 11OegPel t A— aP•w • :• • • • • • • .Q• A D R t _ y <p: CRAIG PAMN0 P+ gdrntka oa*o le NMWL VOTt4 Y . i. 63?AOR679 BF32 6F28 6F24 6F20 e,, s) '. .. .+ S FNER R 3MPoo Aide aNe FLRE MNQ44766 x aER of —CAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES 3 1 ' CP C£aEBAL aEY15t0N 2 td FAF N41C .•SUBS-U- bPt4TV11 Jew .WUUb SCALL• ILiS IOG(IPYL"Bd 4lTFs U. I. CNECIGO k: CIWG MUM, P.F. - AEC, NO. 447561 06dMfb. LU612 9aU I OF 1 LAAL ADS SAFE GRAVITY LOADS FORD' PRECAST U•LINTELS FOR11PRECCAASTU-DMTELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4~4_" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6UB BF8-1B 6FI2^166Fi6-IB 6F20-18 U74-18 W26-186F32-18 3'-6" (42-) PRECAST 2332 2675 3692 5050 6148 7227 82.97 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 146 7227 8297 9357 4'-6" (541 PRECAST 1654 1887 3533 5050 6148 7227 8297 9357 5'-10"(70' PRECAST 1067 1260 2198 3557 1 5734 7227 8297 8225 urj 6'-6' (78' PRECAST 949 1078 1831 2850 4325 6737 B297 9357 90') PRECAST 779 883 1459 2188 3151 4524 66M 9357 1,4 9'-4- (f12l PRECAST 584 86D 1055 1523 2054 2795 3731 5017 10'-6'(126 PRECAST 503 566 895 1270 1705 2236 2898 3747 1V-4'(1361 PRECAST 457 513 B05 1133 1507 1952 2492 3163 12'-0-(144') PRECAST 425 477 744 1042 1377 1769 22M 2808 IS-4'(I607 PRECAST 373 417 646 B95 1170 1485 1852 2285 14'-O'(168') PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"(2081 PRECAST — - N.R. 299 455 620 794 985 1196 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFELOAD LENGTH TYPE 6U8 I 6F8 RCMU 3'- B' (421 PRECAST 587 105.5 596 4'- 0' (481 PRECAST 487 787 446 4'- 8' (541 PRECAST 416 609 344 5'- 10"(701 PRECAST 300 350 198 6'- 6' PEI') PRECAST 263 496 157 T- 6- (90 PRECAST 222 367 116 9'- 4- (10r, PRECAST t 173 352 74 10'- 6-(1261 PRECAST 151 276 58 11'- 4- (136`) PRECAST 139 311 49 12'- 0` (1441 PRECAST 131 277 44 IS- 4-(160') PRECAST 117 223 35 14'- 0'(1681 PRECAST 111 202 32 17'- 4-(208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 WF4. wm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-IT 5F12-17 6F16-1T BF20-IT 024-iT 6F2B-IT 32-1T 3'- 6- (42") PRECAST 1412 2074 2715 3356 3997 4638 5279 4'- 0" (481 PRECAST 1225 1000 2357 2913 3470 4027 4583 4'- 6" (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10"(70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 6" (78') PRECAST 723 1097 1437, 1777 2117 2457 2797 7'- 0- (90 PRECAST 648 863(14 1249 IVA fit 1840 to 2135 2431 9'- 4- (1121 PRECAST 575 571 980 m 1252 1492 1732 1972 1C'- 6"(1281 PRECAST 514 462 787 1121 1336 1557 1706y 11'- 4'(1361 PRECAST 474 4D41 655 985 1213 1442 1645 12'- O'(144")PRECAST 454 36741 6f9 888 1093 1299 j 1506 13'- 4-(160 PRECAST 402 308 fig 516 M. 735 906 u 1D76 1247 14'- 0"(168' PRECAST 358 2B5 475 677 832 gag 1145 17' 4' (208 j PRECAST 2531 206 338 476 5B.5 693 803 g) THE NUMBERS 84 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCE RsvisrD a Ayms wilh Lb. Florida Au. wnce T(o 2.7,18 F4pi , on Dalc 8 p, un„I - PAF`•r to Dyyy`^ - hltoniD uCa of o''',•,' p ,, 6Y'' ENs O 44 ODucrrlt BuTso" de An lori'w AC(/ CRAlGPARRINQ 0 e No f Zc/E 33564 M' sS7NAt 5;,`' SEFFNNEERGA rr' A9U1I•• PL.. P.E.41GNn AA c rc"- I AST C E 6" & 12" L' 41C + — 4 ><a R ofC — 4 , INTEL SAFE LOAD TABi ES i RET 0 nYaa ISEvs N _-- .,.,.. ,.: -..., . till xAxE: eBAAti-tt rPul11 an Atwx uxAot 3A41 l g1EGKC0 BY: CPAIC PARAt60. t.C. - REC. 90, 44756 DRAMIXG:MO1R61Y S1iR Y Of S SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS ws1t CiNss SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZUB nF8 28 f2Pi2-28 1219 ze 12Fi0-28 1274-28 t2P18d9 W32-28 V-8- (421 PRECAST 3428 5000 58M 7619 9352 11060 12755 i44J8 4'-0" (431 PRECAST 2923 4232 58M 7619 9352 11060 12755 14438 4'-6" (541 PRECAST 2396 3464 5304 7619 W52 if060 12755 14438 5'-10"(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443!(, 78" PRECAST 1383 1986 ' 2679 4196 6421 10032 12755 144 i 7'-6' (901 PRECAST 1138 1 1628 2131 3218 4576 6756 9763 135 9'-4' (112' PRECAST 795 1216 1535 2230 3083 14167 5593 7552 10'-8"(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 I1'-4"(136') PRECAST 518 945 1162 1649 2216 2893 3719 4746, 12'-0'(144j PRECAST 456 878 1073 1513 2020 2617 3333 42D8 13'-4%160' PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(168-) PRECAST 321 720n 1204 1584 2017 2451 31064 17'-4'(208 PRECAST N.R 45186i 1141 1428M 17501 2102 19'-4-(2321 PRECAST N.R. 343 700 925 1152 13M 1609cm rn2 41% ourPhCT Ili Wl Rl C C SAFE LOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-8" (42') PRECAST 1295 4841 393ZL 4'-0' (481 PRECAST 1295 4841 2994 4'-6' (54") PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 15520 6'-6- (781 PRECAST 579 2167 123 7'-8' (900 PRECAST 474 1771 914 9'-4- (1 In PRECAST 355 1326 58 10'-6"(1267 PRECAST 306 1143 454,0 11'-4-(136") PRECAST 278 1041 38 12'-0'(144") PRECAST 280 971 345y1 13'-4-(1601 PRECAST 229 857 278 4'-0"(16*) PRECAST 216 809 251p 17'-4"(208' PRESTRESSED N.R. 633 18 W-4" (2321 PRESTRESSED N.R. 534 130 1) TK tPAWS R1 PAREMHESB ARE PERCFNF REDIXTI 4S FOR JLL 11I4FJ AL PNIL 10 GRADE 40 FIELD ADD@ f9:BAR. SEE GENERAL NW K 4 SAFE SAFE GRAVITY LOADS FOR 12" PRECAST wT 2" RECESS DOOR U•LTNTELS 42• PRECAST M 22T R ESS DanROU41NM 1; 4 wsrssr SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1ZrW i IL36-28IN* i WWA 12N16- 12 M- T 12RT26 12RF30 4'-4- (521 PRECAST 2538 12942 5468 1 7584 9540 11669 13M 115679 4'-6" (54') PRECAST 2319 2740 5468 7584 ORO 11669 13M 15879 5'-8- (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 15671 5-10'(70' PRECAST IZ59 1758 5954 9358 11669 13679 1567 6'-8" (6D') PRECAST 924 1430 4415 6884 1035 12574,1460Q i'7'-6' (907 PRECAST 703 1203 q57 3494 5259 79221 9623E 1132R 9'-B' (116' PRECAST 389 843 2157 3203t 44271 5417 638C1 1 3AFE LOAD.._... PLF LENGTH TYPE12RU 12RF6 RCMU, 4'-4- (620 PRECAST 1295 3692 2581 4'-5-.(541 PRECAST 1213 3458 2417 5'-8' (6BI PRECAST 784 2236 1650 5'-10-(70' PRECAST 747 2129 55 6'-8" (801 PRECAST 602 11716 117 Y-6' (9Dj PRECAST 504 11438 914, 9'-8' (1161 PRECAST 355 1011, 4 lF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Ac SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 12F12-2T 12F16-2T 12F2D-21 12F24-It 2F28-2i IZF32-27 S-6' (4n PRECAST 2752 4287 5613 69M 8254 9589 10915 4'-0" (48' PRECAST 2W9 3721 4672 6023 7174 8325 9477 4'-6" (54') PRECAST 2113 3291 4310 f 5328 6347 7365 83B4 V-10"(701 PRECAST 1623 2527,j 3310 4092 4875 5658 5441 6'-6' (781 PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6- (90') PRECAST 1267(,A 1767 3194 3805 W1 4417 5028 9'-4" (112") PRECAST 1028 1171,200611112596 3087 3533 PRECAST 920 947 1612 2281P, 2764 3209 11'-4-(1361 PRECAST 858P 829 1404114 1982 244t 2902 14077910'-6"(126' 12'-O'(144') PRECAST B14 753 1269 i788 2201 2616 13'-4"(160-) PRECAST 678 633 1057 1485 182$ 2189 14'-0-(163') PRECAST 622 D 5860 974 1679 1993 2309 i. IT-4"(2081 PRECAST 434 427 695 1365,4 964 j 1182 1402 T623 19'-4"(2327 PRECAST 366! 3701 693 8?7 70020 1187 1372 1) 1F2 WMRS OF PA$DDIE515 ARE P FMU RED(MI S FM MCE 40 Fall ADDED REM SEE OE 09 NOTE N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS ICAW 4mm SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE t29F6 2t I7Rft0-2 173TH- 12RFt8 I2ATY2-2 12RT6- 129f30- 4'-4- (521 PRECAST 1626 1 26B5 1 3746 4806 5667 8928 7989 4'-6" (541 PRECAST 1558 2582 3602 4623 5643 W4 7684 5'-B' (68' PRECAST 1210 2042 12850 3658 4456 5273 6081 T-10-(70•) PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-B" (80') PRECAST 1020 1538 2426 3114 3802 1 4489 5177 7'-6' (9DI PRECAST 9041 1226 2163f 2776 339D 4033 46171 t9 8" (115') PRECAST 703, 771 1472PN 2181 2663 3145 35281, 1) TK N'IARIERS OI PARE74RESi5 ARE PEFWIT IiEO k1ANS FOR titt 1.'LNUVL NUIL 76 +4• ND Fl6 19 PAREN41NES6 ARE PERCEIR RMCffi1tS FOR GM 40 BOD ADDED RMAR. SEE GENM& NOTE AD. 4 PRO s G • •' • • E N,p ' 40 FW ADDED REM SEE GENEML NME IQ 4 EWC1'REV(SEp •• s.°Yi s with theF7n7 MODUcTRBV15CA447w0=P lwiva BrI++CT nUro,gd'7:8 /'/8 •'` f T E F l * AAenw u A o -0 o o {(%% P CRPJOPARRINO g$ '-""' 1`6Jm18 i at m rol iEji 0R1. GC,i+ 6324CR579 MFwc1 ud q SEE GENERAL NOTES - SHEET 1 OF 3"Ars/ONAL++O '41 % 444 FF44 FL. P.E.2i,p1p.4itY196 REVISIONa J DENERAL REYl Ot4._ MFIJDER oP —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FAE RARE 049N7-14 OWN Rff lPI4W A6IA1W SGIG N?S, Z DATF: 3/t Ob "..NECKED R7t ERuO PAAR,9D, P.f, -RED. X0. 44756 9RAY®IR NO. !1<fi11 LR[i S OF 3 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)___ wivw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 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 AHJ) 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 High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Pan ino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County Iogo. 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 revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. p NOA No. 17-0821.19 21/2022MIAMhD --"1 "" !v Expiration Date: OS/21/2022 b Z8 jib/ 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 94 dated 041281.98, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flecural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for 95 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill C,ertf ed Inspection Report #84-h120652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date; 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control 1111anual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. L78, titled "Cast -Crete 8"Lintel Safe Load Tables`, sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMF-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1,493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine .Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 K-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, F.E. B. TESTS T None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Leber from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1, None, F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.F,., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, RE, on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATE, RIA.L CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, .Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTAII E-529-94 prepared by M., Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -.Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. At- Cffeimy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. A. QUALITY ASSURANCE, 1. By Miami -Dade County Department of Regulatory and Economic. Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed crud sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. C- ALf elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 CRETIN HIGH STRENGTH PRECAST AND AST- PRESTRESSED CONCRETE LINTELS PRODUCT RFYfSiiD PRODUCT Rrd MW D s cEunPiying uiUl the ftori, SJo CDk hht4c flatde AvilJing !:O.b armPlmlcc r, 1L4 9 mlk raion DMc • Z Hf W 7/3251 HAR STIRRUPS TYPE "A" STIRRUPS 'd TYPE 'D" STIRRUPS + n 7//32"0 BAR ro, " STIRRUPS {,--a- hl "u 8 1 4- H I1N S STIRRUP DETAILS STIRRµP DyTA4LS snw as1 PRESTRESSED U-LINTEL DATA JABLE l(. Y% W s AClNO s IA D 542 132 1^] 1 di 403- 9 A 40 067 32 1 - 2 BAR 5 ^ 4 0 - 9 1T-<' 0. 150 09 J BAR BAR 17 4 0 r.-0" 9 19 1 / 7 0 1 -"-- 7 32 2'-4' a,]t 787 32 BAR 7 AR 1 -3 _ R3 7/32 OAa zl'-z" 5 o Y-n s/c" 10 22'-0" C.20R Ell 7/31 OAR 21•-fo° 3 0 5'-19 3/0' 10 21'-O o.2f0 gas 7 O 7/32 BAR 10 8" PRECAST W/ " RECESS DOOR -LINTS DATA A TABU 1lYai F7 IL>:L P r LCIG1ii7C5lILLIEllit"1'lf'K. arimr i'li(if RsrlE7j,1L1 1 1R:?"[1 i:n.IfiC+i I.1Q OF 7 21- e AL 1R,•'9.MAL A- A' 4 iv:Emm's ub- YRF .Qr LM REOIEOP a MEfA4RNMI N MWEL r rRA pF0' Rmw+ rR •.Y 9 MI nK R t 6 OrrFy' •riw rblb cA65 rAMB0ATi0N A(S]DFL PPFreST 11-LINTEL DATA TABLE 4r iRL16 ih;_IMh+iiRit:7ii. iifsitl M ,R F A t E M i ii 0IGr7LFZ3:.1] 1 7 Z.7 1 Wp iIRAM' fSlir lrtl:J i1t43?TilY:S irlJ1 r c:civ r va>d C E:.7RLlivr i`Sif'I:LaF)EI Cy1 Qili3i[ S!L.l lt i SL73'J call Fin ESCl1Tin PROPRlu*y IRIORMATIOR 6 PWIAM FOR MOOCI A" WYAL Lr 33 AAotearso / Y COPINOIIT LACE Am G0119f BR KPROM.CEO OR RESIRIBVRD r1UNDOl WE pow Vann / CORYRT OF ow-ORM m m 1. AWMRC" SIEAI 7/s2 W ASTU A5401 J.' K 5, MM NE TODR RI'fK1 OF'fo9mi '- AR ? 5 allt SBA6E c0 A9111 ASIP 7119 WH K0IAIRO S r4MW ]1/4RR9 rROM EACH MAOCFLII 27M wo-10A2mx R6fRRm" smom A349 A416. m OF IRK REA6OACm0 CAOF: FOR EllmrK 80, of'PRAUPS v 4. V" THE IR] nCM UN MCCEL MOM 2 SURAWS L OOWIM tilum mI 5. 6E09 FM fog Y m MON ERA FA15110" a M=, 1. • tw PSI FOR All pK= a MM UYlrs9. 4 23 EObOO! Or Po maPR51m rAw PG 3. IROUM1. PRFSIlEs9 fW{CL 6,70' (E. OAM of.M=E w RE Oslo 11 Mu Or PRSMMM URILL FJO MUW OAOE 4. 91WP/m_9YR" P1T911Lsub 10 Raw ERRRR Alm U4RA1iG FUL= ENS • PRODUCTUD112RD twidift mNo1+94OaPbrWeneaPMrL. 71E': E-% CRRII? PARR1td0 OOnDAlR Za 16 c F f4' t oNAi.P".1 y,' 6324OR678 o. q 5 flftouei FLP.E. Ua Mt CAST- CRETE S" LINTEL FABRICATION DETAILS nr usOr. nstlMl-1A um fA CUR IORm r.L - am N A" SCAUI 01 ID XU SAFELATERALLOAD6FOR 12AKF CZPAVITV 1 AADS FOR 8" PRECCAST S PRESTRESSED U-UNTELS a:M90.A9T a PA9_gTRMMn 1M_U H S qa-4siere' SAFE LOAD -POUNDS PER LMAR FOOT TYPE LENGTH BFB-O9 on -IV BF12-08 9F12-Fill BF16-OB SMS-10LIIM4-111lb4-111 8F2B-HH 8FH-OH B'•8-0B BFSM8 ff32-OB HM7-1H 3'-6` (421 PRECAST 2231 30E9 37i9 618354 9502 IMI 3w 46w 61U74 1094 11809 4'-0' (487 PRECAST 96E 2581 Zj 3ei 91 7034 e07 2S03 4W5 9113974 10324 ilm 4'-0' (541 • PRECAST 1599 BfA 2IID 2931576 5a1D 91241164375611E87212294TM 9-4' 64 PRECAST 1B93 1217 1349 14M Is94. 3685 4248 3090 SM073E 10127 5'-1D"(70") PRECAST IO82 117E 1R 2M 2549 JW9 3470 1451 2622 436D 66 718t M 6'-8" (781 PRECAST 90E 1236 2177 34H0 3031 3707 430 Sol] - 1236 2177 3480 5361 9360 I039 6= 7'-8' (90") PRECAST 7 loll 1721 2632 2205 2898 3191 3W 1111 1729 2361 3896 601 9467 9472 9'-M1" (112 PRECAST 554 Il" HIM 1625 2$94 3185 2418 3302 762 1245 1843 2564 348E 1 8390 ID'-6"(126") PI$(it5T 475 a35 B90 1247 2093 2777 2103 2636 643 I0R 1SD 2013 2761 1 3943w 4754 11' 4°(136") PRECAST 36z w s 3W 1846 2423 3127 4006 562 946 IJ66 WS 20 3127 40M if-0°(144') PRECAST 337 V 373 1254 1654 219E 3352 540 673 1254 561 I 219E Z605 M 355! 13'-4"(I 607 PREaw 296 471 165 1D75 1428 I838 2314 286E 71 755 TOTS 142a 1838 i314 2e41 14'-0"(i68") PRECAST 279 424 703 IW2 1J29 107 2127 200 442 706 1002 139 1697 2127 2670 14'-8-(116`) PRESTRESSED N.R. x4 NR N2 535B 78) i370 st981 1243 17 Dl2 I5'-4' (184j PRESTRESSED 1d,R, at NR x4 NR NR Ill 1R if2 710 1250 17J3 2055 2320 25T3 t7 4° (208) PRESTRESSED N N, rBt N4 RR NR MR Ma BA 300 50 650 1328 I903 IB49 2W 19'-4' (23n PRESTRESSED N R. MR Ilk NR MR tat MR MR 235 42D 760 1037 12a2 Alb 1716 21'--4•(256 j PRESfRESSEO NR MR M64 4M NR Mt fa Ia0 135922'-0' 264-) PRESIRME0 NR x RR NR NR 165 M4W 1047 12a6 I39924-O" 288) PRcESTRESSED NA MR 129 284 IOB2 1221 SAFPLF AD TYPE LENGTH 8UB 8F8 R lAU 3'-6' (42) PRECAST 1025 1024 1598 4'-0" (4n PRECAST 785 733 1309 4'-6' ,t541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 5'-10"(70 PRECAST 340 339 16 6'-6' (781 PRECAST 507 721 490 T-C (901 PRECAST 424 534 363 9'-4' (1121 PRECAST 326, 512 230 10'-6' {1261 PRECAST 284 401 1 BO 11'-4" (1361 PRECAST 260 452 154 IV-D" (1441 PRECAST 244 402 137 IS-4' (1601 PRECAST 217 324 110 14'--0'(168') PRECAST 205 293 100 14'-B' (1761 PRESTRESSED N. R. 264 91 15'-4'(184')PRESTRESSED N.R. 259 83 17'-4'(20) PRESTRESSED N.R. 194 64 19'-4'(2321 PRESIRFSSED N,% 148 52 21'-4'(256') PMTRESSEB N.R. 125 42 22'-0'(2541 PRESTRESSED N.R. 111 40 24'-0' (288") PRESTRESSED h4.R. 91 33 sAFE LIPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LiNTELS e gS7 R422ti SAFE LOAD - POUNDS PEfi LINEAR FOOT Type LENGTH W8-fT 9F9-2r aF 2- 7 aFlz-2T I N1S-ti SFIS-27 8F20-tT 8F10-71' 6F24-iT M-21 W29-IT 4'29-21` MM-IT 32-17 3'-8' (42") PRECAST 2665 24 43N 5283 9132 Ml 2M5 3524 4394 5263 6132 70DI 4'-0' (48' PRECAST -- - 230E 31IB0 3816 4570 5325 6079 2305 3060 3BI5 70 538 W79 4'-6' (54' PRECAST F.- 2D40 2107 3375 404E 4711 5373 2040 27W 3375 404E 4711 5'-4" (64 1 PRECAST 17 WO 287E 3199 MS 4522 1718 2M 2HiB 3399 1961 4522S'-10'(70 PRECAST 1567 2563 3107 3@0 4151 929 1 W 208D 259E 4107 U24 I33 6'-6" (78 PRECAST am I I 279 am37 BJS 1401 M 2329 2M 3251_ 3712 7'-6" (90 PRECAST 7z7 IDBS Ia24 2M5 z 28v 32M 727 129 IRA 2025 2428 1 2W 3278 9'-4" (112 PRECAST 551 7al IIJ6 1474 laifi 2.167 7500 99) 8B1 1318 181E 1969 1 2294 2618 10'-6"(126'}PRECAST 5m W5 BIB 1186 1411 t736 20It 5" f96 1180 b 14n ld 1763 ad 2M 2346 11'-4'(136") PRECAST 474 604Ni DW IM7 K74 161E 175E NJ 494 6D7 1 r372 169J 1965 7.197 12 0" (144 PRECAST 470 439 724 9M 11 i369 1515 4" 5% 940 13D2 a Mod IBISMI 2015 14 13'-4' 160 PRECAST7 418 38: W 785 964 114E Ilu 429 • 490 780 I1S4 1418 1 tea7 i4' -0 {168 PR CAST 384 356 5 7 724 Bag 1051 I"D bAI 410 425 717 4D63 135D 1682 LBW 14'-6" {176 PRESTRESSED 239 334 520 8 EMS 919 Ml 240 J95 M3 SM i i518 1TJ4 15'-4"(1841 PRESTRESSED 4 313 4WD R7 7W oil fo54 u YW J88 11b 968 1240 1480 1SIB . 17'-4'(208"} PRESTRESSED1 17 BOMB1271192W69a674D 147E 10,4'(2321 PRESTRESSED Ill 22e 349 447 647 647 747 IN 263 W 523 W 841 yj 1059 2I7 PF 21' 4' (2567 PRESTRESSED 141 1 J07 393 490 SB9 s 5 142 2M 373 1 97 1 721 945 N INS 22'-O'(284`) PRESTRESSED 137 107 Iq 215a 379 oAl 462 ad 548 93D 137 223 d 513 BB9 063 as 24'-D"(288') PRESTRESSED 2 359 342 16 492 W04M202319435WI976Im THE NUMBERS IN PA.RaMW ARE PERCENT RFDUCTIORS FOR GRADE 40 ' SEE GENERAL NOTE NO, 18 ON STEM 3 OF 3. ARE PERCENT REODCTIONS FOR WOE 40 FIELD ADDED Walk SEE GENERAL NOTE N0. 4 ON SLEET 3 OF 3. ? BOTH CT RP?ie<gPU a r ,,yG 0 E N •' ., GENERAL. NOTE N0. 4 ON SIM 3 OF 3. PRODUCTRrV1SGD p,;,yytyFs 17d6gem9l m ,Fy sa—,rjyhg%ith the Fi0rid5 8ui'"1+aG Cade PAOWL7RRY18BD Beildmg G.Jo07Z-1 /S Acwnlv ko :° 0 iUA( numq wLt6°RI°'4d° Aa taDae Rb 2 WID • 7ti+ ADDu,2oZT, Goo as7c`-t7,7 ="c: rl.nwra,( a 921sp 37cI jf o22 C 7% p. iE 1r • CRAIGPARRNOntkan•°fb co;l Aditcs .t• ogj,FP1 k/; 8824CA679 SEE GENERAL NOTES - SHEET 3 OF 3 Ri• G\?P SEPFNER FL 33604 M'liW 606M'Pe sr DATE as'S• ' 14 FLP.ELIC.N0.44766 m CAST14CRETE 8" LINTEL FABRICATION (DETAILS IR, gm-. - - arrow. •, ,F•tal' L' ,y FAE WD DWDR-u 080171 TI:f WK FAM114 F.F. - BLC.740. 4GSi 5WE as w SCaL nr+—FT- oR'C!_'(2"6': WO n/r 6 9 n Wx FAMU U - IM RR 44MN I Mt8MM7 w, iN SMtT s M 7 UK SAFE GRAVnY LOADS FOR 8" PRECAST W12- RECESS DOOR U4JW_mLS A' VRar. LATERAL, LOADS ud lNTELA SAFE UPLIFT LOADS FOR B" PRECASTw/ i RECESS DOOR U-LINTELS 4ASM:asvw T I SAFE LOAD -POUNDS PER LHWAR FOOT T'YPF LEaNGTH oltib-W B0.F) PoIFI4-08m.+ Bf6'[B-OB B6Fiz 191F26-OB BARM- S4r6-IB 110-18 1 Oro -;a 022-1 MI, 8.F31,1 4-k" (52`a PRECAST 1635 1749 3355 3200 430 542f 6493 Rie7 I891 JBW 5206 sm J7060 9479 10893 4'-6" 54 PRECAST 1494 1,"5 3063 2992 3966 4946 5924 6904 1796 3W9 IM 66E9 8060 479 MWS 51-•8, (88") PRECAST 866 128 1770 1716 2277 2339 302 J968 1167 201 4567 lrl89 89 lalho, R311 V-10,(701 PRECdST 810 633 1600 2124 2649 3174 1113 23C 4242 66J4 1 ii -9" [80°) PRECAST Tg/ 0DI I= 3120 500 7747 911B gal 18257'-6' j;_ 901 PRECM1S 669 755 1480 24W m6 3743 723976514902452377657 9'-8" (lf6")PRECAST 411 466 D99 I:4081 526 999 1568 2253 3128 4150 ep,, Q SAFE LOAD PLF LENGTH `_-TYPE 8RU6 EIRF6 ROMU 4'-4' (52') PRECAST 758 757 1164 4'-6" (54') PRECAST• 694 693 1073 5'-r (881 PRECAST 408 407 655 5'-10" (70") PRECAST 362 381 6 t 6 G-8, (801 PRECAST 595 788 464 7-6' (90,) PRECAST WI 674 353 9-8' (116' PRECAST 370 490 214 J) THE NUMBERS N PARENTHESIS ARE PERCEttr P•EMICTIONS FOR GRADE 40 / SEt GENEIK AM 18 FELD ADDED REBAR. SEE GENERAL. NOTE NO. 4 Ga"I NOTES 0 !1 o•9 Aokbw d Ike tad+ I. ae:awodode12) Wtoht&A ro B'wd redat - 400D W ad ,OieHD'mda9 oe6 poWona ro Prd4ee.M! eaoD ptl r groi4 - SDD Pd wr6naA 3 D W.k oDf c5 k fQ6B Fs0 srii 13} ]b ak:4w ..dew d frdda k.1r.d N eWadar awior.N puaaT ob WB h- a ro.An d aturo eppia6 k ozareaete ,ab As1d G 926 r o6r .Bproead coda} Ie rr.w,rJ m0a w d rmoYma wl dm ampm l is a 199D PdA6i5Wto ltj U" botrd 9mf[ata' .ifi vet0:o1 5qq m yL) eM b.'.Wd _Odwo1] Nr Oe k Oa tdmhqtaborpet .6iI Wmlrmlog *" L 73 %A91A M1B Orda 270 low mNxoUoaa:rkr 9•r Asiu ,jar B or S bob ebodd De ebeafd nn6ae loeW.7 grooert 7{p6e4 reM1iwi load NF7ed De6reMd Nol 2) AlW. Cod NUaa bomd eD mliwwe + kA ow beah9• Wo mkA Cad 51" h d m Cad d b/ f U kw 1rafU is lwIhno 8 1 Far oanpmie Wd DwyMa ml 0-4, w wb bad I"i+od bar krk99 46mn 1/2 io= IW Fw iNd koft not Age% all ale load Nam nmi kopA Lg10 dmn, 3) Prairie id .wW bed m6 toot )&A. 17) Sak %.h m .5pni p—d dlkmbia N•dr. 4) The A..b. b Pw.4*6 udmtm IW Pewed rehdw far gFck 40 Brtd WW l4w. 10) Sde Nadi band m roUaid dm17e 00A6 9w Al 5M ewd A7 318 P34mds i- 6• Udd 6132-f0 ode '.Ky Cad - 1+79 04 b/ EECndmtm464721W) ' 6iM p[ 19) AdRmd gerd hod apk$a awl my::ad D7 1M d mr y p d a46tpad ra:Xwnd mewda mygrf a%t LACSIf) r0aw Ua fdd. Seo Ar16 b9ox 6) M ek meat or aced L/3w deBrrXs. Prmkau lhl llpe fwger meob ?RODt]CC] Scttc AA. Ueaceda 160da6eoU• it Ldbmuy1e' ga 0a ikrldo 99dM x erelWyin9 n7t5 e5: Flotixr m 15. t:odeS.eOem 16H.3,1 m aAOm^te m 633 w. low 9dow ae t.at6.8 r e ]Jo / -0 22 , /5 FN=1590pai 7) Oe. / 7 r4w mq b. wba51oled [or W 15 tebwa. l:a iW IXd. 6) Im1opV / alpckwnl d iaM1 cowl agq gr ritb 1ks weH.ladwd IIY drooled d...IdL 't L'a:Dml SEE SAFE Wfp9L LOAD 0 or w6 TOLD LW Irf.TMe 9) Tba d,,Ipg n q .M k ao.: "Wd )md. km I. cal. NO Wi.r q rAkaktlog ®e ow*wm tmBay 4wtot and ebmr d a-mq 1r Ds km d n1pw4 5. FOR R0 I.EDpW {CNU) PULI. C00RSE ' OR01 10) BR - Rd Wed 11) Wm i*W odkd rdwr to k ixded d 0. WJ— d N. LAW —ill. 1/2" CLR TYP 2) 15 REM Bw! r•`- OR40 of 8R60 A" ullll 60 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6AF6 1] m-4 I eRP16 I 1 6p77s e[Fm-n 6104-21 SWID- W4-21 BRF1D- 88F22- 6RF26-27 6AF30-21 45' ( , PRECAST 905 B66 23R J056 3751 440 6140 905 1966 2362 3D56 3751 4445 5140 4,-6' ( 54') PRECAST 667 W4 2938 3601 4V5 4943 867 16o4 2272 2272 2939 36D7 4275 4f43 T-8' ( 68") PRECAST B78 I?S!W R97 2328 2854 b 3362 3911 675 1289 I797 2326 2854 3362 3911 PRECAST MIS 1207 1748 2259 2773 JW6 2794 i 655 1231 1746 2259 2773 MO 2799 6•-6a („) PRE ASC 570 919 1530 Im 2429 2979 3329 510 IM) 1530 19BD 24H 2972 3529 7'-5' ( 90') PRECAST 506 742 1 1384 ' 1765 2166 2567 2959 6" m 1364 USS 2166 25V 2968 9'-8" ( 116") PRECAST 469 884 imm 1640 Isuo 2180 395 6w 1072 13M R01 2016 2331 1) THE KLWRERS N PARENTdMS ARE PERCENT REDUCTIONS FOR GRADE 40 11E1.0 ADDED REBAYL SEE GENERAL NOTE ND. 4 TYPE DESIGNATION 50 5M. au Mo. pfNBlftt GF !s R RT re6 ou aF UqA w1tt F L z• 8F 16-1 B/1 i 4 REM S AElidt a 7IIP ldfi n6d0 I- 1/P CIFM 15 "a AT WIN r'' ;,. + [a t• a . . ff I98LL CiYUY BE 2 jam .•" p • 444`f. • PROOUCT atvlsliD 7—We knt! rx9 21 t ,,p, ... us eom9lyu wi8;the Pbxidi6 O 11L9IIR) 7 C' • N • . ' dBrD1Q•ur6 D10 0 R. PJ'9+YEA PR0DUCr)tBV1SUD O triN WoP3r4id8 D.44 + •t Date La22 cm+iPlYirtDtH+k lba PWildA n [W7diay (brio r. cam/ •4; OF 15 J`4' C. IImrnt $vphtd(aDrkto, •oZ 1. A "Vir ' CRNQMum °7$ 0 Z' .<, dRIQ• G\?P 8324CH579 r,. S.or'.' • • ' tJ + SEFFNERR 85594 Cbtdm nr..1rJ lbr; aeTrx raRAA): fvr rr T FABRICATIONLINTEL eT.T16 f[alifiR-'.9[fBS47l iiir[r Wu ,F , rTi.Iei5iY3'Y1r:Jitf.9rii;l:la714C77.. I\ri1J r t fd 71w7Xa6C•4fe1` - ZYA c77 , ..... `cr: " . '^' -• :. ....•AM nNn,•rJ+ rara 1_v 4 sT7ira i «. II:\.d[H7. 17,LI:IA'14'1 U1i 6YfYYiC) .. • "AY, r ..: `. , M CAM I-DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DADS COUNTY PRODUCT,CI,NTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 mmmniamidade.eav/economy 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 Cormty and other areas where allowed by the Authority Having Jurisdiction AHJ). 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Panino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RF EWAL of this NOA shall be considered after a renewal application has been filed and them 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 revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. NOA No. I7-082 18 MIAMFDADEGOUNTY -- Expiration Date: 09/11/2018 Approval slate: 09/28/2017 09 f 2 g fZa17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.K B. TESTS 1. Test report on fle.rural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBNHTTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated lllarch 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.L., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. DralVing No. FD4612, titled "Precast and .Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. F,., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting Environment and Regulatory -4ffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory arid Economic Resotnrces (RM. E. MATERIAL CERTIFICATIONS 1. None. r elmy A. Makar, F.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drmiling No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & .12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Depawtment of Regu latory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER. 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017.Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 I 41 5'1•= 0,® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "B" TYPE "A" STtRI 4" L 5" c. SP_ AC j"ell SPACING1 5" INGL A" PDUQM STEEL 1.12MOTH 6•' 12" PRECAST LINTEL RKINFORCiNQ CAGE FABRICATION MODEL f2' PRfL151 {GTfi 1f' PRfCAS* w/ 2• RECESS -gip Ij_L Sf s'%(' i LI,iN {' Splro LIMtfL l 4 13/4Y b Ar B 1/4- 1 161 3/4r' It TYe[ •Y RRAtuPs y x p, E r H K aWi61 ai'13 1 pl Aalf IAYI AO gDR®4— i/K'/ K5 aftYfD! 1 r -rum. lDi4riAER m2E_A' s1EAAllP! n ^ K EpIEWIiR rt • n 1 n :+ n Y A 1/1' lolR Ra1W t. p fiiwurDWA 1 1 4 3 1 B 1 ii 3 D 4 7 IB Sa S 3 4• PREr SIIRRDP 0[TA1L4 4" RND LM)EL I -- Y PR49 L_W_ u-i1NC12' PRECASI / 2' wR 4 TTi 12" A" 50LID LINTEL DATA TABLE t>t:7 7 Ir r ram.r A" PRECAST 11—IINTFI_ DATA TABLE suar:st,.rEaav rr arm 1o vrx ar>ic]r r usstr-avi"s1c Fta>i 4I r1c1+nm rn.srmvv'z+r r no, r®rMIUimm+Ir vr7mv a r fOl .:lri.'IIT.9r2'.^..rf•7rS 1G rla ral.L...:rz•Sarr2 DMr>• vrzz e oralsr era r 11T1IMrrNiA aawI Ara om Q; rrmr3"9 Ir 7FPy3ni n to trrAirxrrrranlr I Evr Fd1i.IE rar r' rat:lsAalaer',+r.. 12" PRECAST U—LINTEL DATA TABLE 1f t'"T.i' 1Y,',.` s`1ii!` tc' aG?? i1=7!FSQIMS7eTI.Y9E iiIi IIitStlr17fDAKC1F7EIESirPL7t! tiCl/tS:il i VL"i...t E"M1212Frlr17,?i::iC FI' flGiiC(/JO AA a @Aar F rt7iSlr PAI'i i.sr F1IL1 19"Umn E>ai::.,rm rac oo C F lCddi[FfJ1:9IC iiEd'Ji ifid-i Li.}>[[c'1:S1.J1SiS i iEIC3i!]C O. 6•iLS);7t-i3.flFl:'_9E•Y 3i iF GiL9F lik].5::.1IF]ia• mC"iiESCii 1.:'i 7C L1G i 6,GiE!'>SE1i1<SFFA.LTi::J 0 r:ara...Ls lru.1_::lr cs iT7Sa%f T''7L':>•[}313P.JQL3[735L7Q1Cy FG7E0 1163 MWA1LlART KMPAXWN 13 E,RDRIDAQ /41 PMDUCf APHDYAL Q O PRDVLEEO RE P-0R'HBNI . AND COW K IHPRoOUDm OA OSiM1IED BSDfoul ME Pam 11 s= MRSIM CAST-EREM UM m--.---- L REARM4. s1IW T/St Mt KTY A31O As. /4, AND p A—S 4. SUMP ItAOM, { AND ii DXM L ffW " 2AK PH WADI m A!M KIO R. — SHE 1W". WERCRED N !MARK IQQHKa AK —0. -Am L CAARt1Oi SSAERGM rf . RQDQ W FOR AEA A DIM NO u HOE r mE TACK END Of 'ME AEAREPAORD WE, m 6WILL - RA Of PIIEDKT OYHW. C. • 30A0 031 FOR A RMR W _ BONA • 41 MEN 1H swul fip UK FAW ATIM REM MORE HR1KQW1siEtLfNAiLKCVfMCiORED10 K fAQAI WIY INK 1;HfA9{ 1Tm1fAON to. ON A ANR 12 " 1AROA AA)Y srkPlNp I= F U, YA G • •••• 1 PROrA CTRR' t5m) U-.fAyl. s with 14o FtQ,i CEN O " n.4 Sund gcDrQ ReaDPrmeD?uD1 D Zl. lB MOT)L1CT Rt:V{S(iD W' 'QLMb 76 mcolnPIY1CDo11e lb 114 FlxlJa TTT owidbDQwQl 03-°3 oll,li-"' Z'Jg OF ECSQilo¢ 1kNo 0. f`' Ip/.•j CRAIOPARFiINO D 0R10.•C 6324CH679 PRECAST AND PRESTRESSED LINTEL DETAILS FNf NINEi D19tBF1/ DRUp BY: 4mEA11 A[u1H SM11 AS WO W[1 3/YA/D3 CIFC%ED •il 4WID PAalWW, t3. OIAAIM@ F016I2 1RFS1 !or 7 GENERAL NOT€$ 1j YaterioN: Eo C p—t intd - 3M pd 12, si lettel -mnwooTroancrelco,ofpry wmtr (t7w1 per C9n'Ih r iYnrn rrt rm -ratuibm Par k aw toprAS40 C270 19W Pd type U a 5 2) M We faro Wbk. bomd oa miniomm 4 I• h nw*A Ira9tq. FFsxgli Soft boas for few to 9 12U9 o d lM most be redrrr0 by20Y. if bsafng w4h 1. 4a ten a I fain. 31 P.Wd. 1. 1 motto bed and h.W WWII, 4} Thr number m poredbmie ind'zaln Abe p.mad rrda:tbe fa grade 40 Red edded tenet. r/ 42 .4.r- 7'-4' Lintel 2+ 426 1.ww; - wo pQ 141apq 5) N motels mW or rxs•td L/3l; drRa'"oD. F3CLpIlOs r" typo spak12FaIT-4' fl bngtt rude or masd L/120 m mw.;,g m. -.r- 04.3dwtoC0iA . epppibo6pti. Wanda BAdifg 6) Shure fled Wd. of rrgrtd 7) 4' sold Popp to be bW1,I W / 4' &.1AiW budmntd oM O' 4marf4m verk 1. a) lostato9m/rtloctmmt of kw must Co mpy Nh I}e .Mhum a. i/a *.hot de: an.ntr. 9) IM dulgno a ey efohr:r carwnhobd loads kum the .4. bad I.W. ty feawii.wg rLmodnom'.1d q maraiL Sad sbor of d-omy fmm ,b. to) RA - NO Fww 11) Wt.. Vela added raar to be baakd at U. nett- of the Raid C.,*. 12) 6' a 12' MO as -e d.L d with 5-1/2' bnq na" u1 it,* reds to oacem I.0 -tcel .4 rddacb,g ow ga'69, 13) Th. ral.nu aeroa d Wda iodated E. sde w wrrcfde m." •a0. shot bore o *N d afro* oppied , —. 0— *IN ASW C M or OtW "W-W Coding. 14) Wish boded .'rrufoomwN' aW raliwl (vwp,' a upon) add Aebaaf d) bode fNaM be d,akad for Of. oxna,Me kodiiN Ah 1br WOW, 40.0 reIBM Id f Appw W'..M toad 5 1.0 We ndlcai lend Sdr Mnmotd toad 16) For rm,p.0 IWO hdgbts cat 0.1% we fare b.d from next keai helgid shorn. 15) Fa idol kmgtim .1 iNq 'w We food from fmt WWA *91h el o M Sep Im" am wpeftp— d agoeabk bees. 16) Sde hods bawd m m6o W design M** pa Ad 5311 we AO 316 Ig) Ado" Ir'Xai hod oapeoyr em be aNtmsd 0y thf des7gner by preddFp Will" r.brored waste mosmvy- Ln'p IR1 11 1" theRn14 See 14 14. ti SEE SAFE WERAL LOAD TAKES FOR LOAD RATING FOR EACH ADDIMNAL i +::ai• Ei T: REINFORCEDAV ( RF-dU) FULL ME 1) J5 REBAR FOR 6' UKW 1/Y CIR lYP 2) %5REWFOR12' UNTELS CR40 or GR60 PR00UCY MVI.SEO 6U8 6F6 a oorogtyuRs"Ab. A. Florid: Bai1; I- J.ILV* No 8 Egri on Dm: DFMONATION f l; 7 Tsi t• J YPE gy I ._• r- Ir10A .0, aAla/ a+LLaIDN n t NI cmm a fa smo," I moats, c7tAF t 12F16-2B/ 2T m ssmi J L. 1[12' 1 IDtln RfISYAA N la0 Ib. C M W LIM D) espo¢o rm r oRn, 6 afp r, 458 Nf Ada AI 1Cf p)feaum fm„•,emu O) uaemra+ P wau 1 a ' A01UAL rraw 12' NOMIAL WMIH m L. 4• C ZC 6F12 C s` l f' ' c FT - F SAFE LOADS FOR 4" SOLID LINTELS 4 ~14-1417M GRAVITY LENGTH_— APE 4S8 3'-6- (421 PRECAST 1180 4'- 0- (48 PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10'(701 PRECAST 480 6'- 6- (78) PRECAST 360 7'- 6' (90' PRECAST 260 9'- 4' (1171 PRECAST 156 10'- 6'(125') PRECAST 116 Wis mcmC r 12U8 4441" 7 I UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6- ( 421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (54-1 PRECAST 529 258 5'--10' (700 PRECAST 407 148 6'-6' (78') PRECAST 366 118 7'--6- (90' PRECAST 280 87 9'-4' (112-) PRECAST 187 55 10'-C (126) PRECAST 152 43 92F8 121`12 12F16 r•-/'..A• ^' l-o ,i'•'-.y.•.• p; rT"•r f„ is. G P/Sfi• 12F28 12F24 12F20 C , ; t DROn4tcr RI?vlSt.n Duoamptyfug:tilh 4i FbnVda off,: CFWG PAARINO °p,k - O OL % ? 0R.O CEO 6324CR679 d S, iiPd+S.O11^ Cli •J FFSEf. LIGES. N4 O.44758 h ucc nurn1' CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESI FILE NaNE: MSM-14 mum or AM AW" 1 SCME: 0.1S 11W.. 3 24/03 MUD FF. M; PAMO, P.E. - K6. M44756 DPA4 It: NO, U4612 SHEET I OF 3 SAFE LATERAL SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS FOR 6" PRE A9T U NFIS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4-4—" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-1B 6F12^18 6Ft6-I 6F20-18 6F14-t9 fiF26-1 6F32-ID S-6- (42°) PRECAST 2332 2675 3692 5050 6148 7227 8297 9357 4'-0' (457) PRECAST 2025 2313 W92 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'--10'(70') PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78) PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (112') PRECAST 554 800 1056 1523 2084 2795 3731 5017 0'-5"(126") PRECAST 503 566 B95 1270 1706 2236 2893 3747 1i'-4"(135 j PRECAST 457 513 805 1133 15G7 11952 2492 3163 12'-O'(144' PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4"(1601 PRECAST 373 417 646 895 1170 14M 1852 2285 14'-0'(168') PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"(208 PRECAST N.R 299 455 620 794 985 1198 1437 CiM>n SAFELOAD PLF TYPE LENGTH 6U8 BFB IF 3'- 6' (421 PRECAST 587 1055 596 4'- 0' (48-) PRECAST 487 787 445 4'- V (54-) PRECAST 416 609 344 5'- 10' (70') PRECAST 300 350 198 6'- V (78-1 PRECAST 253 496 157 7'- 6" (90°) PRECAST 222 367 115 9'- 4" (11,21 PRECAST 173 352 74 10'- 6'(126') PRECAST 151 276 58 1 i'-4' (136-) PRECAST 139 311 49 12'- 0'(144) PRECAST 131 277 44 Y- 4'(16(f) PRECAST 117 223 35 14'- O'(168 PRECAST 111 202 32 IT- 4'(2D8') PRESTRESSED N.R. 130 21 4 wl-4-9 r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8F8-17 912-1T 6Fi6-1T 4170-IT SF24-IT 61,28-11 6F32-1T Y- 8" (42' PRECAST 1412 2074 2715 3356 V97 1 4638 1 5279 4'- O" (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 6" (541 PRECAST 1083 1592 2084 2577 3069 3552 4055 5'- 10'(701 PRFCAST 831 1222 1500 1979 2357 2736 3114 6'- 6' (78' PRECAST 723 1097 14 1437 1777 2117 2457 2797 7'- 6- (901 PRECAST 648 8630 1249F 15444) 1840,0 2135to 2431 9'- 4° (112' PRECAST 575 57144 NOtr, 1252 14920 1732 1972 10'- 6°(1267 PRECAST 514 4621N 787 1121 1336 1551 1765 Ii'- 4'(136 PRECAST 474 404h 885 985 1213 1442 1645 12'- 0°(144") PRECAST 454 387(,01 619 W, 888 tu 1093 1299 1506 13'- 4'(160') PRECAST 902 30800 516 UZI 736 906 1076 1247 t4'- 0"(168 j PRECAST 363 2B5 475 677 832 989 1145 17'- 4'(2081 PRECAST 253 208 j 338 476 585 693 803 Qj THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE GENf7RA1 NOTE 18 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCT. 155MED rise " im W:" r-I'M& unwi% C.& Aacpwnce No Z;- O 2 7.1 B Psp' Won Date /g RY A u"cw o ' O.• ENS O 44 v ODUOrRUvtSSp BaI MH NIGa FfWidp T QF gt` I A Faux.`/— ggqq 3.u3 z of8 CRAIGPAFaN0R S'' •••• 6324CH579 4r MBfih SEE GENERAL NOTES - SHEET 1 OF 3 .s/OVAL O' 8£FFNEP FT. 93564 rrwr11 PL. P.F-OC_NO.44756 S of CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES o A on wom ep y (GRID•= FaF M9¢e Deswc-t awrx erg 1 rexrw sr: x7.s. D90 3/24/63 CAECAEA if: CRAK PAARAA), P.F. -ACC. W. 4/736 DRAWtlK;ND. W612 SNEEF 2 OF 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTELS ri4 4N1h SAFE LOAD - POUNDS PER LINEAR FOOT LE NiiTH TYPE 12UB UF8-29 M2-29 t2F16- 1MD-29 12F24-28 12F28-2B 12F32-20 3'-6' (42-1 PRECAST 3428 50DO 5838 7619 9352 11060 12755 14436 4'-0° (48) PRECAST 2923 4232 M38 7619 9352 11060 12755 14438 4'-8" (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 i4438 5'-10-(70) PRECAST 1612 2320 3218 1 5234 8487 11060 12755 144-11, 6'-6` (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 T-6- (901 PRECAST 1138 1628 2131 3218 4676 8756 9763 1352li 9'-4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 75524 10'-6'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'4"(136") PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(i441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 44 PRECAST 359 767 D 926 1294 1709 2188 2743 3409 14'-0'(168') PRECAST 321 7204 555 1204 1584 2017 2451 3106E 17'-4'(2081 PRECAST NR- 451 oy 631 8811 1141 1428Di 17504 2102 19'-4' (232) PRECAST N-R- MCI - 11 477 y 700, 925 i t52w S3tl0 1609 a SAFELOAD PLF LENGTH TYPE 12U8 12FB RCMU 3' fill (421 PRECAST 1295 4'-0- (481 PRECAST 1295 484i1393lu 4841 2994" 4'-6' (541 PRECAST 1049 3922 241 5-10-(701 PRECAST 681 2547 155 6'-6'1,7e1 PRECAST 579 2167 123 7'-fill (901 PRECAST 474 1771 914 9'-4" (1121 PRECAST 355 1326 58 10'-6"(MI PRECAST 306 1143 454Dy l l'-4" (136°) PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 971 34 13'-4"(1601 PRECAST 229 857 278 14'-0`(i68) PRECAST 216 809 251p 17'-4° (2D81 PRESTRESSED N.R. 833,4 16 19'-4-(2321 PRESTRESSED N.R. 5 3 4,j 130R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F9-2i 12F12-2T 12FIB-21 MD-2I 12MAT 2T 2F32-2T 3'-6" (421 PRECAST 2752 4287 5613 B938 8264 9589 10915 4'-D' (481 PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-S* (4) PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10%701 PRECAST 1623 2527 3310 4092 4875 5656 5441 6'-6' (781 PRECAST 1444 2269, 2972 3675 4378 5061 5784 7'-6- (901 PRECAST 1267 1767 258 3194 38D6 m 4417 3028 9'-4- (1121 PRECAST 1028 m 117-1 2006 2590 3087E 3533 4079 10'-6"(1261 PRECAST 920 947 1612 228%. 2764- 32D96, 3653 11'-4-(1361 PRECAST 859 829 1404 Eu 198203 2441 2902 3364 12'-D"(1441 PRECAST 81/ 753D 1269 1788t 2201W 2616 3032 13'-4-(1601 PRECAST 678 633, 1057 1485 1826I 2169 2513WM14'-0-(168') PRECAST 622, 5861 974 1365 1679 i1993 2309 17'-4"(208") PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2321 PRECAST 366 3701 593 8t7 1DD2R i187 1372 1 U) 1HE "BENS IN PARWWS!S ME PERCEtU REDS MUS FOR - . - .r nV tC 10 THE RWBENS 1N PARENfFE5t5 ARE PFADFIIT REDIRDRD6 FOR F WADE 40 FNLD ADDED REBNL SEE CENER4 N01E M 4 GRADE 40 MD AIMED F AR SEE GO"AE NOTE NU 4 2" SAFE GRAVITY LOADS FOR 1PRECAST W12" RECESS DOOR U-LINTELS WE LATERAL. LOADS FOR 12" PRECAST w12" RECEss DDOR U4.1NTEL9 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR u•LlNTELS 4 i sr-wrn SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 IM-2812910 12FM- 121BIB- IM2Z-H 12R0, i2MME 4'- 4° (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 54') PRECAST 2319 2740 5468 7584 9640 MM 13679 15679 5'- 8° (66') PRECAST r12597 1341 3555 6395 9640 11669 13679 1587a, 5'- 10'(701 PRECAST 1758 3381 5954 935E 11669 13679 15679 6'- B' (801 PRECAST 924 1430 2633 4415 6884 10354 90`) PRECAST 703 1203 2157 3494 5259 7922, 1125-qlb1480ga7'-6° 1132gT- 8- 118-) PRECAST 389 843 1451a2157 32W 4427 8360 Ui THE tlULBERS RT MLI MM ARE PERCW IEOl1CfM FOR GRAB 40 HELD ADDED REM 5EE GENUK NOTE ft 4 44 SAFE LOAD /M,/ n SAFE LOAD - POUNDS PER LINEAR FOOT PLF '11 PE 12RU 12RF6 RTU LENGTH TYPE 12041 12RF 0-2 121614-2 12RE18-2 12PF22- 12RF26-2 12RE30- 4'- 4- (521 PRECAST 4'- 6-, (541 PRECAST 5'- 8" (681 PRECAST 5'- 10"(701 PRECAST V- fill (801 PRECAST 7'- 6- (901 PRECAST 9' 4" (1161 PRECAST P$ ODUCTNpVyNEb g, dr&ri15 tho Ffond° k _ 08J2'l.l8 od . unncl SEE GENERAL NOTES - SHEET 1 OF 3 3692 258 4'--4- (521 PRECAST 1826 2685 3746 3458 2417 4'-6" (541 PRECAST 155E 25B2 3602 2236 165 5'-B" (661 PRECAST 1210 2042 2850 2129 155 5'-1D°(7D1 PRECAST 1173 1984 m 2769 1716 117 6'-8" (801 PRECAST 1020 t 1538 2426 1438 914#0 7 -6" (9D1 PRECAST 904 1226 111 2163 1011A 9'F 4!9,i8° (1161 PRECAST 703 771 m 1472, NUFIBERS tN N%REWHESSS ARE PERMT REDLCM0 MR G • ENS ' 40 F16D ADDED REAOL SEE CQUAAL NOTE N0, 4 447 A: T E F2'. : O"•,. o CRAI(iPARAWO 6324CR579 Slne1" t GC.` 5F1=fN61R,3t133584 MO DUCTRF.Visuc, m maWying with F!w!'Furida ETuOdFag Code Alweptr, ro No,voo 6-voa v-- mwCAST-- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FRf KQX. WSRB7-I4 OAARR OC Am AA" SGEE: C.1 DALE: 3 3 LIUCAED ttC 00 PARMI@, Pb - RED. M 4RM MOMCNO. UW2 SHEET 3 OF 3 MIAMI- bWAUaM t> MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 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 AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miam i 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 AH.I 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated .Tune 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E,, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo, 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 revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. e F p NOA No. 17-0821.19 MIAM DACE COUNTY } `/ • i 4v ' Expiration Date: 05/21/2022 Q©" $ l2o J Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.0 i A. DRAWINGS 1. Dravijing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Gast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 44 dated 04128198, sheet .1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on f e rural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No, 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report 920-827.5 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04/25/96 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for 95 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-tb120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.1. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine -Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated Jame 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on,flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength. Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Mamral for Pre -stressed Products dated 2002. e .roy A. Matcar, P.E., M,S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 906-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-0121..04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade .Building and Neighborhood Compliance Department (BNC). E. MATERIAL, CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, .P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nfiami-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certif compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, F.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. VESTS 1. None. C. CALCULATIONS L Calculations, for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, .Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS J. None, B. TESTS 1. None.. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1, None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete .Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-52.9-94, prepared by M., Report No. 16-0425, 08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 1idiami-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None, Cffeftny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI NUTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letterfrom Cast -Crete VISA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certij&ing compliance with the Florida Building Code, 2017 Edition. 6jllelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND AST"CR,p PRESTRESSED CONCRETE LINTELS PADDUCTRL'DMwwPA0DUCFRL• V1SCD vith tb. Pbriditi: tM lorn::, as caa+l+tYiag P pcLe4rruree p t 7 tt BvpirmiaA Dme y 7-' tdwmr n DDaguP»S,rilh rRo AD001DB Code Afcapml. r nDIC 0,,1 0•, iAECAST W/ 2` RFCE OOQA U-LRIEl R` mo 0- mm !_PRES7Rms U-LINTEL TYPE "A" STIRRUPS 7/32" p1 BAR M STIRRUPS B 1 4 -• 8` LINT SSRRUP r`TGETAILSsera. * 8" PRESTRESSED LJ_— 7/32^A BAR STIRRUPS TYPE 'S" STIRRUP_c 'v M avLINT STIRRUP D LS Leg1 0 SPACSNO Ts 17•-4' D.13D A3-BAR 3 7 3 7 g o-4 O -2 II 21-e B.104 747 32 BAA 32 i 78,E 7/32 BAR it'-i' 0 O 3•-8 3/47 10 II'-0` 0an eft 7/32 BAR V.-lop b O 3-f0 3/ to ii'-D" g2FB II83 7/si RAA 23•-1D' b O R-3 1/B' 1018- 8' PRECAST W/ 2'—RECESS DOOR U—LINTEL DATA 7 BLf Qi3Fi llil7l 7illa. a r 4R'"1Y/EL:afFJ Y C/a FGLrZ:[i3iilp[In F E1C iCl©! F3 CYy[rnr=i,fy®3la[GL.i:ulfAl;Sr'n FEI7CSiL•R A t'1[f erli 3E+fit., 7" W s0e.R W 0f11{L l% a; mi v_' w!Ou14_ Iq E(W11gpuA - t:IM^' Rfl ORCINO G 0£ FABCIr iC1N1 ytMFl. +•!M Awu pl." 7 VZe27. I Ti rrr i '^Ft R MFVR -"'FC 0 G=F.rrr0AT10i( LIODEL A" PRECAST U—UNTEL_DATA_3ABLE i!'AL•17.rrL ri .: li3 y'HYj Ml E7CS'4 IJd zniefsna:. a- c,A rlmsV OWINrm EIi1CJIIW-WE-JSilt'iT Slua01Iva ar MWEIM IMMEM rr, r s :ter oulr4ic M-lino 71II3 PAOPRIEf W PEFO MON Is "M00 FOR /ADBFNF AKROYAL 17 A PROIECTEII BY o0ryma Vm ka; OANWI BE RLPRODOOEB on AtOl1D AM V,mn IRE MM 916un CONSF.1f1 Of asr-9REA VAA. W. im, 1. AEWomOID S1FELi 7/3A w ASFR ASA A ARD IS AMR c"I W mu Am, 7/14 Nc IWI% uDV"W L07f-WAAM Mmna SSIN W ASfv AUL L DODtA[f['aawm , Ps = $NO PS1 fox g' P116Fmna W".14 V.. ra00 P31 MI ALL rKSAsr 8 M= I.W=. DDIUL PAWStis lopcE a 670 R IP• 4 S70vw RIPW1U PAEs1A15sw r r•s.R i 6. ma 1K 10fAL RUBD01 OF 6RrlADls RCo0= C avu1E0 smvw FODR P.W. OPo of 1RE momma4A0 CM fog CXWP E A0. Of s41DAIrR r 4. IRM 7PZ lIFB6OggRD CAGE MDDEL 34"13 i Al1ul M EACH Do. 4 A.A 1". Or rewp of fIBERD PG MM of oM=E " K USED 10 I.rEII OF PRf3 AMM UML A411N0II" OAW 70 a-,M LWM AND RRSIRN FOROM ktp r i PRODUCT'=Vlwo rowllydri3B wUhfM Plort.le UY 6 CRA4 PARRINO IUy UDAD4Uo o1G ryry y 324CR576 KJa1D a SF.FR4Eii, FL sW4. 4ts NAL i+'A FLREXQN0.4470 7 CAST-CRETE 8" LINTEL FABRICATION DETAILS DDSY11-14 AAUd — am PMK P.E - *Fa AD. 4470 San 01 ro ma OAImlK mm Rl URA PMFTOi . Pl. - $. AL 4m 1 PRo " R, I' Sf[4F t 11 C QAvr aanlnTV I nAnB FnR e" PRECAST A PRESTFWSSED U-UNTELS 4 4g1'S 44Ii0 15' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENt3 T14 8 as o e6e to Vi2-os CFI2-{6 Ixte w 6te-18 eFzo oB R7a-f6 er24•-Ds IFtL t6 Bras-oe BF48 1e wa-m me.-I 3' 6" 4 PRECAST 2231 Well 37t9 6103 U07 e[64 9502 Io951 311R9 46 8113 7547 8974 10394 11809 4 0 (48') PRECAST 1968 L•61 2i51 31{!A 4M 69e1 M 8107 2W 460.5 6113 7547 U74 IOD94 11509 4'-6' (541 PRECAST 150 1662 2ft0 ZQ31 3753 4576 6400 0224 2189 43)5 113 7547 872 19294 IM 5 -4' (649PRECAST 1217 5349 1L3B 1909 2560 3123 3686 4218 1083 20 S365 7547 7342 8T33 10127 5'- t0"(701 PRECAST 1062 1105 1775 IET{ 2090 2549 aoo9 s470 1451 2622 4360 B8 718E SM 6,-' 6' (781 PRECAST 6 1238, 217 1460 3031 3707 4383 6061 72M 2171 3480 5381 Mftl 9675 7'- 8' {90q PRECAST 7. MI 1721 26R 2203 2698 191 31e5 1011 1720 2861 3W 568E 1 84671. 6472 9'- 4' (11Z') PRECAST 564 S48 Ulm IM 250( 34e6 2618 3302 752 120 184a 2564 34EB 4705im 0399 10'- s"(1261 PRECAST N5 0S sm 1247 290 rM 2163 2636 645 lam 1533 2093 2761 4754 11'- 4'(1361 PRECAST 362 552 945 13" leis 2423 3127 4006 S82 00 1366 1548 24" 3127 40% Z'- 0' 14M1 PRECAST 1337 540 R73 1254 1684 2f93 2e05 35Y1 540 973 1254 1684 2t93 2w s 3mm 13'- 4" 150 PRECAST 296 171 755 1075 7420 l63e 23li 2083 47t 765 1075 t428 1039 2318 23e3 I881 PRECAST 1279 424 703 1002 l32 2127 21L10 442 706 toot axe 1097 UP2127 2439 14'- 8'(176' PRESTRESSED MR xA i!R 456 J83 57 1370W 7007. 7245 251 2Bf771 Z71115'- 4"(184") PRESTRESSED N,R, eR RR we RO NI! I MR IW 4I2 710 1250 1133 2088 2320 2513 17'- 4'(2U81 PRESTRESSED I N.R. AR M MR MR- 3tW 5w 9 5D 1320 18D9 t849 20P 19'- 4'(2321 PRESTRESSE9 kA. MR MR51 NR 2} 5 437 760 1037 1282 1515 t716 21'- 4'(2561 PRESTRESSED N.R. MR MR MR 80 34 5" ew IImi4 t3S4 488 22'- O'(2641 PRESTRESSED kR, NR r8i Pot OR I6'_ 318 559 764 1047 I285 13e9 24 - D' (288-) PRESTRESSED N R. tet 4R m I MR IS m PA 129 ISD 450 1 054 864 1 I092 12" SAM LATERALLOADS FOR 8" PRWAbT A PRESTRE96&D u-LINTULS tt SAFE LOAD PLF TYPE LENGTH 11025 8UBBFB R 31AU3'- C (421' PRECAST 1024 1598 4'- D- (481 PRECAST 765 763 1309 4'- 6" ,(541 PRECAST 592 591 1073 5'- 4- (541 PRECAST 411 1 411 745 5'- 10'(701 PRECAST 34D 339 615 8'- C (78) PRECAST 507 721 1 490 7'- 6" (901 PRECAST 424 534 363 9'- 4' (1121 PRFGLST 326. 512 230 10'- 6'(126) PRECAST 284 401 180 11'- 4-(1351 PRECAST 260 452 154 12'-- O'(1441PRECAST 244 402 137 IS- 4"(1601PRECAST 217 324 110 14'- 0'(168") PRECAST 205 293 100 14'-- 6'(176jPRESTRfSSED N.R. 284 91 PRESTRESSED N.R. 250 83 1T- 4" (2081 PRESTRESSED N.R. 194 64 19'-• 4"(1321 PRESTRESKD N.Rt 148 52 21'- 4' (2561 PRESTRESSED N.R. 125 42 22'- 0' (264') PRESTRESSED N.R- 116 40 241- O'(2881 PRESTRFSSED N-R. 91 33 SAFE UPLIF iLOADS FOR 8" PRECAST $ PRESTRE98ED U-LNTELS 6, pyYe,R4Ra' 3A1=ELOAD-POUNDSPERLINEARF00T 3'- 6" (421 PRECAST 4'- 0" (481 PRECAST 4'- 8' (541 PRECAST 5'- 4' (641 PRECAST 5'- 10'(701 PRECAST 8'- 8' (78) PRECAST 7'- 6- (901 PRECAST 9'- 4' (1121 PRECAST - 10'- E'(7261 PRECAST 111- 6361 PRECAST f Y- a (1441 PREC45T 13!- 4'(1501 PRECAST 14'- tY (I5r) PRECAST 74- 8 PRESTRESSED 15'- 4"(1841 PRESTRESSED 17'- 4"(2081 PRESTRESSED 19'- 4' (2321 PRESTRESSED 21'- 4-(2561 PRESTRESSED 22'- O'(2641 PRESTRESSED 24'-- 0-(2D61 PWRE'SSEDj) THE NUMBERS 1H PARE74TNESIS ARE PERCENT RUCTIONS FOR GRADE 40 6tt UmtKAL trait tau. 10 Un r a w a, wt 4 FIELD ADDED REBAR SEE 01E k HOTS NO, 4 ON %ELT 3 Of 3. PAODUL QV14SWED PRD DVCl'R6 RW--, P1440UC: i2F3YLtiE0 as r4mlptyiug 4rith the floridc+8 as.w+pip's with" P3vr h4 CO1 Ylne .i1h16e F1q{dp CodaOnitding l.wk lfvildo12 COlkA.M. y„, tt pbU--o227•/r L61oce Nol p 3 4 ,. M ZJ.j 9 02 7. 6y to Om ss,Tz1Z, 2oZ2 l9r gat. z k; ASim15 uducc Cantral hicatl. ? 1(17FS .. SHEET 3 OF 3 a 0 FS1S ARE PERCENT REDt1 01S FOR GRADE 40 F GENERAL 90TE NO, 4 DN SHEET 3 OF i PR0004T RAY1811D V^ V/ D Htlaa'DADw17oNda ' TEO CRAIMIF11I40 gg4m6on1An/ BEFFNER. FL &W fir 1Aref F 5` FLPZUC.N0A4756 nrro- 01 - - `.— T14CRETE 8" LINTEL FABRICATION DETAILS 14 Mn 0Y1 WX FMM P.E. - RM t0. 4473E SCAE RP610 wu 1— rgIERF9 9L1 t'YtqP4fp0XD. A.C. - EEO. lA 4054 9) ev. T01 w Z 2 O4 3 11 F -. SAFE GRAVITY LOADS FOR B" PRECASTw/2" RECESS DOOR U-LINTELS gsra SAFE LOAD -POUNDS PER LINEARFOOT TYPE LENGTH 8RU8 aRF6-Rt a9Ft MFI W84 19629-D9 V3D-98 aRrs 1a BaFW to M14-1 66er6-I 66fu-1 am-16 6•ra9-te 4'-4° (527 PRECAST 1855 1743 3355 328D 430 542f SW 2867 IaS1 YM 5208 6M 8040 9479 10843 4'- 8" (541 PRECAST 1494 1596 3363 2992 3968 4946 W4 hew 1751 369D 5208 009 8M 8479 IOM 5' 8" (68 PRECAST S86 sea tno me 2277 2639 3402 3988 1157 iW, 4%7 5389 005ft 791a 9311 PRECAST 810 1653 IWO 2124 2649 3174 3 7D0ti13 2342 4242 VIM 80 7402m M 6'- 8" (W) PRECAST 797 9Dt 1M5 3120 W48 7747 9440 735D 9D1 1825 3120 lived 7916 9479 1209 7- 6" (90') PRECAST 669 II 755 1480 2459 3776 57Q 7239 6M3 t 1490 2459 3776 6743 t 9'- II` (116' PRECAST 411 B99 IH8 2W 3129 4091 3146 T. u26999 1508 2263 3129 4150 5891 9APELATERAL LOADS FOR n" = Ierawr."191r t2 r. AR nnnR It3 R3TRI A SAFPI- OAD LENGTp TYPE SRU6 8RF6 RC MU 4'-- 4° (521 PRECAST 758 757 1164 4'- 8" (541 PRECAST 694 693 1073 5'- V (681 PRECAST 408 407 665 T- 10'(701 PRECAST 362 381 616 e- 8' (80") PRECAST 595 788 464 7'- S' (9DI PRECAST 509 674 363 9'- 8e (I i C) PRECAST 37Q 49D 214 1) THE NUMBERS N PARENTION ARE PERCENT REDUCTIONS FOR GRADE 40 ; SEE GENEIK NOTE 18 tidd " md IfAb FUD ADDED REBAR, SEE CEI4ERAL NOTE NO, h GENERAL NOTES S YalpieiC 12) Ddde m wrtrbet•ra *Rh 5-1/2' b" •aau. .11b. ends 1. amemodd. va6cd tei rdo'rq r6ai9ree9eg. 4dDD pet a,w tlaa - saoD „t twig V300P pdd y s-r' 7l61rd+ ts) u... wt...n<o d ax9lwteete 1e nbr'v rnuN. , .awn Yme Pw rm9spW s7aus oypxd ie oeandKc, i1G MSY m <KtQord ,moo4 mna.7 irir (R56Q Psr iU D me9ro a nd mm cmRre, N. dreoom = 19Da pa A613 frwe 6P rpP 9l2b 14) Weds kwed *lh&. owt7 ei& w8p1 9mdh v b illre /drtlY or aten6prgr"/S9( 1w pbq JW AWIt A41B W--2JD W r.bmtlon m mrta Prr /sAl o hr Ll w 5 bW >D" i1 x sbmW lord+9 erallea App9w m0ed bw A p9ed Aed.o.td ford f $ 1. 0 2) Al We lead W. auf ,eT,mddWaue 4 *h al holly. We .." load Sae Wine" bed . Fsrmfiem Se7e Y be.4. ode .ar`eB a mart a 20A +41.re L ka 16it 0 16) rw < onyW. Wd b6o" eat sr•",, ... ad. and (Mm reed bra WON ,taus. 1%2d 16) fw faAd bngiW sd .6a•4 iae veld load ban mod bag•a k* s6wa. 3) P( edde W mortar bw ow beet ja d. 17) S.S. feeds we .ape t.K d dm.* beds 4) n. wmtw B par.dheWs iiAc,tes 0• p aced redrtlbn Ix grade 10itedaAaloeA18) Sdebad+ tiered wr rdirrW d.dge ,mdji. per AU 'OD old Ap 7N i66 nor a 64n° a asoWd i 6472an im aqt er ors erdd w)Wdswom bwartaeoea+ ar A WL Sa s taeA w ro. idw.A5) Al ,ale d ..t a .ced 1 dWbc9 p 941 yps esn4' ..+ Bogor meet a:_a Y9vP) FseF>tmt Pamtrm_ 167 ddlsc917 wwt ADDUCT RENEWM- Us• b6rcds2,ed/ b eeeifear g:wm&.4. C40e6eeGan i6e1.1 m Simre 130 lLdW oa >eµ0e8 CM'svb ule rnriit 02-2 ]. 15 7) an 17 sbo l beall&Ud Im Mo 15 ran,. d an dit.* d P<ceP wr< 11= 17•: m=IS00pa SAFE UPLIFT LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LIN-jELS SAFE LOAD - POUNDS PER LINEAR FOOT A-4-cmTYPELENGTHwa-- IT mrs- 2T WWII eRni- 6df14- 1 an4- 216xf1a-2t 16-1 1T 6u22-27 W- n- DRf29- 2t avid- 11 awn- 2T 4'- 4'. (52°} PRECAST 905 1W 2362 3056 3751 440 6140 905 16611 2M2 3056 3751 4445 5140 4r-g, ( PRECAST a67 1604 2272 2930 WW5 490 B87 16a4 2272 2939 36D7 4275 4943 5'-e (6r) pw_CAS1. 875 Jp!W 1797 2328 2E54 3W 3911 575 469 1797 2325 2aM MU 3211 5,_10"(71Y) PRECAST 435 1207 1748iw A im 27711 3Mw 2799 mi 655 1231 1746 2269 2773 3W Z799 6 -8` (8D' PRECAST 929 1 2429 2V9 3329 1 0 7520 2429 28M 3329 7'-6" (90°) PRECAST 1364 V66 2% 7 2966m J50W6742 1364 JU652166256721889'-6" (116hPRECAST 408 W 154 1 2180540 1072 r7ot A2331j) THE NUMBERS N PAREMESS ARE PERCENT VACIOW FOR MADE 4D H W ADDED REBAR, SEE GENERAL NOTE NO. 4 TYPE DE51GNATION Da M2 ffm f - anm Bml DRa31 / f/U . iWFl AT REW F F l08S1aFVaiaOWT1ATBF16-1 S/1T j im" 1dmD rmm AT1w1S 668,E Al 1DP fa4 (1) FWD ti v ts i` z•r s nd a e6uccnl ddmmxnU. C'oal •' • . SEE SAFE W ERfl LOAD SA1= FORLW RA11146 ff-a BF2D fe. wood. t" I ,. k tm safe boa War 67 FQ FA621 Ira af, aa•,an m, wro alpmmi xd a E N O FUL RCOURSE PODUCI'AEN6WED10) all.. Rd tided .. ao>7ks,Wa6lnida 2 e,44 I I) I ace, cw oddae raw t9 a ke w d th. tm8u, a M. bw .aAy. 1/2, MR T11 (z} j5 Rm Bwfabw codo OR40 or tR{60 A«q.mee u. 0 ? . ,3Z k ryrye°°°°D,la q By 4 F; ` whin 1s SEW AT Banal 0DI7CT REVISED 7 A41U8. VIM REA60R= 11D916L0 91 la l wuh ac< rlarJ: IiDllAltl vemtt di"s Crgl dii tCnda KPw" r i' 7R0pUt7r12GYI6Ly1 ti f uaua`dr"smrnaKl•r1d• ae C C4gTrtn4 roU Q Z CRAN3PARRN0 8924 CR579 M ondrafy'"' SLUR FL 83584 a r....-,. ntTa1}7t., dinT[atrtin: ralrvfl r nraz F:rlcE2riPr>r 4 t1+;ir[u IIGT i ,/fir _ ., y:Il 4 d4:lSe k ra3rtrialrnrrirc n:ralrrzy T i raa:rrr<>rra 1 Tta 9Ysl icrri n, 1:w.IHdl.11k7.1: 111'IF7u:D-!.Y CITY OF SkNFORD, FIiq[. 1)1'['AK1 MI1 Building & Fire Prevention Division PERMIT APPLICATION Application No: 7 Documented Construction Value: S 51,000 Job Address: 3807 Night Heron Drive Historic District: Yes No Parcel ID: 17-20-31-502-0000-2150 Residential Commercial Type of Work: Newt Addition[] Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-8119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant St., Ste. 240 Fax: City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: n/a Address: Mortgage Lender: n/a 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: 61 Edition (2017) Florida Building Code Revised: January 1, 20t8 Pemdt Application N-lT : 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Q ^~ \ Signature of ContractodAgent Dqe f r c, EGA Vn Q 1073 \ Print Contractor/Agent's Name ireUl (JI A .- Signature of No Florida M7r Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced IDType 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application a CITY OF PERMIT APPLICATION t I BUILDING DIVISION-- Application No: - Documented Construction Value: $ 4,462.00_ Job Address: 3807 Night Heron Dr Historic District: Yes No X Parcel ID: 17-20-31-502-0000-2150 Residential X Commercial Type of Work: New Q Addition Alteration Repair Demo[] Change of Use Move Description of Work: HVAC new install with duct and venting Sarai Rodriguez Title: Residential Fax: 407-886-7580 Email: srodriguez@energyair.com Property Owner Information Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Plan Review Contact Person: Phone: 407-886-3729 Name Starlight Homes Florida LLC Lake Mary, FL 32746 Name Robert Kulp/Energy Air Inc Street: 5401 Energy Air Ct City, State Zip: Name: Street: City, St, Zip: Orlando, FL 32810 Bonding Company: Address: Resident of property?: NO Contractor Information Phone: 407-886-3729 Fax: 407-886-7580 State License No.: _ Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: CAC1816317 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 it 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 he 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 he inscribed with the date of application and the code in effect as of that date: b'" Edition (2017) Florida Building Code NOTICE,: In addition to the requirements ofthis permit, than may he additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required front other governmental entities such its realer management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Late, FS 713. fhc City of Sanford rctiuires payment of a plan review fee at (lie lime of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge fund will he considered the estimated construction value of the job at the lime of submittal. 'rhe actual construction value will be figured based on the current ICC Valuation fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured tiff the execut-M contract exceed the actual constriction value, credit will be applied to your permit fees when the permit is issual. 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 Other/Agent Dale Print Chvtier/Agent's Namc Signature of NotaryStatc of Florida Date Owner/Agent is Personally Known to Me or Produced ID 'type of ID 8/6/2018 SignautrcofContract r/Agent Date/agent Date Robert Kulp Print Cootraclor/Agent's Nanic Notary Public State of Florida S ignature Sorel Rodriguez EX Comm/01J2INIXIOn 21 t47o3a Expires tt)<Ot1202t Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes [—]No WASTE WATER: BUILDING: WORK ORDER Job #: 34664 145QSR Date: 1 /25/2018 Subdivision I Phase I Bid I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 12151 3807 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford IFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1827 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S. Woolwine A/H-1 or Furnace FB4CNP03OL00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: 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 Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 Qtz 1EAIPullsPermit: Yes Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 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 2.20 27.72 Rou hin 2,196.00 04-Installation Labor 21.78 326.70 06-Piping Labor 6.75 114.75 Trim 2,196.00 14-Kitchen Vent Trim 02-Material/Tax 1,103.08 0 1 -Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.23 15.54011-Delivery Labor 2.47 31.07 Total Contract: 4,462.0020-Pull Material Labor 2.S01 42.5012-Startup Labor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 215 - 1827 UL Builder Name: Starlight Homes Street: 3087 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft2 b. Frame - Wood, Adjacent R=13.0 217.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1909.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1909,00 ft2 6. Conditioned floor area above grade (ft2) 1909 b. N/A R= ft.- Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft,) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Heat Pump 30.0 HSFF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 56.10 Glass/Floor Area: 0.084 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and @-VKE S7'gr this calculation are in compliance with the Florida Energy specifications covered by this yQ Code. calculation indicates compliance Florida Energy Code. y <<,,.r , • o with the PREPARED BY: Before construction is completed a DATE: this building will be inspected for y compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3,2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (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 ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 4:51 PM EnergyGauge(g) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 tar AHRI Certified Reference Number: 9162305 Date: 08-06-2018 Model Status: Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0'"A' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (4717) : 28600 HSPF (Region IV) : 8.20 t'Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced.'Produclion Stopped- Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown alono with the orevious (i.e. WAS) ralina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at wvvw.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for tndivldual, personal and RA confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced: copied: disseminated - enteredentered into a computer database: or otherwise utilized. in any form or manner or by any means, except for the user's individual, ILM personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.,thridirectory.org. click on "Verity Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was Issued. which is listed above, and the Certificate No., which is listed at bottom right. 02018Air-Conditioning, Heating, and Refrigeration Institute "CERTIFICATE NO.: t31780389737425433 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001405 Date 8/06/18 Property Address . . . . . . 3807 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-2150 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1068899 Permit pin number 1068899 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001405 Date 8/06/18 Application pin number . . . 158480 Property Address . . . . . . 3807 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-2150 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 263152 Application desc noc on file Owner Contractor STARLIGHT HOMES FLORIDA STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2462.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1068899 Permit pin number 1068899 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/06/18 Valuation . . 4462 Expiration Date . . 2/02/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1017.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. ol I - (4bt) RX-COUNwry rrBSWINCv 1,ABORATORIIES9 INC. 31 S- Main St_ WinterGarden, M 34787 PROXECIr NO: AM-956-94556 REPORT OF ORDER No., ItEralt"Ir NO: 2UMAM IDUMS= TESTS PROJECT PROCTOR 4> SPECTWCATION.- coffrRACTOR OrTmum Molfawlta % Ituromm TO: mAvzmtm DRY nOWSITY: LOCATIM., MATERML: DATIC TESTED: MON Dz"jw Day M&wm IMMAX DRY &W Or Nowuar. aqcm & U.V.DWMTI vzncm 77-7--- z I?-ice SPECIFIC PURPOSE SURVEY c FORMBOARD) aZm N c 11 WYNDHAM PRESERVE cv C LOT 21 S c ' 0 1( vRw 0141,1 W A — O al O ao CE` 0 0 LOT 216 I I I I I I ILOT 183 e ` N89"43'03-F 1 15. 00' NOR774 BOUNOARY LINE OF LOT 215 Ov` O 26.2' 1 i 1, 58.5 w n n I eN I I STORY RESIDENCE 12. 3 LOT21$ LOT 184 AREA = 3807 NIGHT HERON v 25.3'I h 6, 900 S.F. +/- o M DRIVE 17.3 tp FFE= 27.24' ry I 83. 5 I 26. 2' 25.3 PRINCIPAL BUILDING N I SETBACK ( Typ.) I 115. 00, S89'43'031W 1 I LOT 185 LOT 214 I I Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear > 20' Side 7.5' LEGEND: ADUSSD-Access/Drainage/Utilities/Sidewalk LB-``icensed ae BFP- Backflow Preventer roveS)-- RSurveportedey Si ht Distance Easement PRM Pergmanent Rat. Monument R PCP - Permanent Control Point D -Description FP&L-Florida Power & Light P -Plot FFE-Finlsh Floor Elevation D.B.- Dead Book Water Meter O.R.- Official Records Book oa-Water Volvo P,B. - Plot Book tf-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCCO-Reclaimed Water Volvo Conc. -Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk El -Electric Box FFE -Finished Floor Elevation Q}-Utility Pole CI -Curb Inlet jY-Guy Pole GTI-Graublta Top Inlet jr( LightPole P.U. E.-Pic Utility Easement f--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride m -Storm Sewer Manhole NCS -No Comer Set (Foils in Water) 0-Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Hondhole D.U. E. -Drainage/Utility Easement FMGO-MAC NAIL & DISK COO -Clean Out P.K.- Parker Kolon Neil CWO-Irrigation Control Valve p -Sign SIR -Sat 1/2• Iron Rod LB7768 wDO-Gate water valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 1''-Existing Grade FlP-Found 1/2" Iron Pipe L87768 0-Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 -^— FCM-Found 4"x4" Concrete Drainage Flow Direction 10,0- Proposed Desian Grade rder DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior 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 token 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) N 89. 43'03" E BUU,DING 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone "X DESCRIPTION: LOT 215, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property was made under my supervis lQQ," seta the Standards 555 Winderley Place, Suite 109 Maitland, FL 32751 of Procticeset forth by tWld . WiQq,BpbW,pf Professional Phone: (321) 270-0440 Surveyors & Mappere i MM t Qofxlo Administrative Fax: (813) 248-2266 code, pursuant ta` itprt 04,OM Flottfl, Statutes. Licensed Business No. LB 7768 GeoPoint r Surveying, Inc. OJ2 as D. LeAmeF ' ., RIDA PROFESSIONAL' F•' a a` LS6915 Drawn: RCA Checked:JDL P.C.: Oota File:BriaemEoel-Plat NOT VALID WITHOUT TH 61 BAN THE ORIGINAL Date:07/ 23/18 Dwg:&Ieor Am dt215 OrderNo.: ^ RAJ R I S R AN PP SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: U CITY OF SANFO BUILDING &. FIRE PREVENTI PERMIT APPLICATI Application No:- Documented Construction 'Value: $ Job Address: .3cu U Historic District: Yes No Parcel ID: Residential i, Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: `ill cr aN•l t'_ Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor information Name' Phone: Street: kc h,rn ^, t r Fax: L i 2-1 _- 7_'-I - __ E -4-'3 u __ City, State Zip: ' 32.e2_ 4 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR LAYING 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 construe ion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, 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: 5' Edition (2014) Florida Building Code Revised: June 30.2015 Pemitt Application 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 r 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 requiledinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitial. 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 val je, 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 Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name 2-< t Sigh of No ary-State of Florida Date fi•'Y' PAT SUSI AAY COAh1hkSSlON N FF 1209 E )(PIRE& August 25. 201a LI"Mdod Thou Twary Pubic lh der+ pasts Con Known to Me t Produced ID Type of 1D 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application J f V 1 e bac< nrai, Road stahlrsh€ t n' 3 9507 Stale Read 52 3 t klk r 3oad ? & a Hudson. FL 34669 Va!rico L 3i5ti4 t dando F a2824 vrmfJ R1E<aty.,.er 727-883.548E 813 66 () '07 4D 87a 2633 State L29r:se # CF 00 > j•. 1 L Page: Y C] Y Proposal No: 717-13533 PLUMBING * HEATING , COOLING Proposal Date: 712612017 Prepared For: Starlight Names Florida, LLC Location: Wy?,-idhan'l Preserve, Sanford 0t:: Greenwood Blvd. Suite 124 Model: Fit ef4y 1827 Lake Mary Ft. 32746 We Propose hereby to furnish material and tabor - complete in accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% bough In 30% Top Out 30% Finish, NET 10 Days kll materials guarantc; ed to bia as specilie€i. All wom to be completuJ irr e. workman likk manner according Im standard practices. Any ratteratim, or d%vlatior I ran: sl c ti. ttior s te.iow involving c?xtra co t. will rya recut Only upon writlor. ordexs, and All become an extra charge over and above the estimate. Ali 1 3(}reements contingent upon stnkeS aocideeo 'of del be our control. Owner to i;wrf tire, tomado, and o: necessary rrsurarrce. f)ur orxefs' am fir.+ily covered by workez' s compensation insLtran,&R. AUTHORIZE) SIGNATURE:..- IH. S RF t?f t)S t.' .Ati 9E 1Y THJRA1a'1N IF NCi f ACOEP . 1 !N :30 JIiYS. We hereby submit spaciticattorf sand aremales Per Master Bath Shower Sterling Acc., rd IXx36 Base 72270100 While With Watts And Moer. Chateau TL182 Chrome Vaive Toilet Getter Maxwell 2 `. -912 ' 28 W hite ElongatM Lav By Builder With Moen t: hatoau 64925 Chrnrner Fa;.(G' 2rtd Battt Tub Sterling Ac' ord e+0x3t? 71140120 While With Waits And Moen Chateau TI_183 Chrome: Valve Toilet Gerber Maxwell 21-P12 1.28 White Elongated Lev By Builder With Moen Chateau 64925 Chrorre Faucet Kitchen Sink By Builder Faucet k4oen Integra 67315 Chrome Disposal ISE Badger V With Cord leemaker tine With Recessed Box Dishwasher Nook Up Uftiities Washer Box Yes Hose Bibs Yes 1 Water Heater 50 Gallon El.ctnc NOTE., EXCLUSIONS Bac0itiing Irriud:, d For Sewer n Water r Onl tie& Bar..k ut nc n,ty ors': 3acktfow Prev r:' r,rs Ir:r.hxled NO Pormit Fees Included valar Piping 1:;: CFvC 40' .Newer Alkamtnce,.Adtiifionut S12 pErr tact 40 Walker AllrrwancL. Aodlifiora$3 Lier `act Applies Ica any direct contract between an owner 4c tractnr aR iK Notice of tier, Laws - FI`1n a Strut f 3 t 1 . , Accept r r of P oral - Th above prices, specifications ar xi e Dndiliz i is are. ,a.tr.. iictc?ry t,,nd ae., aby accepled ire ar tr o rized to c s il v r- s soecifed P ir-ient mill be rra e < outlined above. I agrer it) lily retim,nable atiruney's teas ^.ourt costs in the event or legal ac:rc,rr_ 1 .t.onlhly sew:r c _ harge o, 1 i 121 11, will be added atic r t days Any seavcar ! agte deeper than 4 1 %2 feet or requires bar*hoe or &,watering will be an, exim; charm, r S . ct4) 1' ' fl I .A r r ,ut- T :J( ._ ; 'Ai' 2 Pr re :."a son `'1 -st Edit By: i.wt Fdl Cnt,., ENVIRONMENTS FOR SITE 10: 427044 LOT: 215 BLOCK HOUSE 3607 STREET: NIGHT HERON DR CITY: SANFORD STATE: FL ZIP: 32771 COUNTY; SEMINOLE ACCOUNT#., 9MTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 101162017 PROGRAM: HERS1100% TESTER: EFL IECC: 2006 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3607 NIGHT HERON DR, SANFORD, FL 72771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Re, DATE: 12J122016 P4rro4w IR Smn Teaser I Dave Revelle NO WATER SUPPLY TO HOME V v ,; 4'. `'... (\. w:.t t t s^:'. •}t ,...,. ^v x:at CIF..' .v ;. t• .,.h h`,. ..k-tit `, 'aY`u i..Z't..Ns a`.1 iat< i, h. , ra e 1\ . , ::. rp.,. j .,,.. tf7,,{7, 'C! ya,l• l`1t. 4y..1s ys r`"tyl,a 7:.,,>R1 3{ov,n r.Uti.,d;:w\.eo'G 10:A9 a$7L le'.`\1.•.`INi fk.WSQ,,i lv3 0.w`2tieS,zl re...s.,>>,,:."olil»a u...2e\`V'it9\i ee 1., l Ga, '•knr^'U0 N F„ l: h+bT.1 H; a\. ^ .,,..»I ,.hs,. 41,b. v 61.:a`•,• _.'»•off i. N ....,v v::. 5.2 Attic drop -down Stair (fully galiketed and insulated) 5.4 Recessed L F Woelacl and sealed to drywall) to 7.3 Fresh air enlilation installed per pmgram specs Blower Door Roam Pre . Tut Mat Bohn 0 BWm 2 0 Barm J 0 Balm 6 0 Rm 1 0 Rm 9 1 0 Dow 0 Barra 4 0 Rm 2 0 CO Det. omn Energy Sur GuMW noes? E61daM UOWQ P ? x 60 of Of Hardwired Lights Must Be CFL Or LED x Low Flow Faucats, Tollats arc? x Programmiablio Th mmoat tt? x CanYIW Green Program Level Requires Visual Inspection m4kd iw SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT PUMP INTERIOR CARRIER FB4CNP030 SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) TEST: BLOWER DOOR RESULT: PASS TESTER: Dm RwMM DATE: 12/12/2018 auu r%Ma RVFCIFICATIOMs PROGRAMMABLE THERMOSTATS (PRIF) WATER HEATER TYPE PRIF WATER HEATER FUEL TYPE (PRIF) 3•.LE'eY iR+`.su: WATER HEATER SIZE, EFFICIENCY d LOCATION PRIF) INFILTRATION HOUSE LKG) ACH(REM) FRESH AIR VENTILATION TYPE (PRIF) t VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL * (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION / OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'5(PRIF) INTERIOR % OF CFL'S (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFUS PRIF GARAGE FIXTURES % OF LED'S (PRIF) DISHWASHER (PRIF) REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING (REM) NA NA COOLING REM NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING REM NA NA NO WEATHER STRIP INSTALLED AT TIME OF TEST 1 12/12/2018 TEST: DUCT BLASTER RESULT: PASS TESTER: Dow RevNM DATE: 12JI212018 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 80 FT. SERVED (CFA) SYSTEM i DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25)ACTUAL CFA)ACTUAL SYSTEM 3 90 FT. SERVED (CFA) TEST: DUCT BLASTER RESULT: PASS TESTER: Dave RwNM DATE: 12JI212018 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET BUILDING SPECIFICATIONS SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFA) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA) ACTUAL s r,l r; ,..t, }.: sis a1t,: •sou, u i v-.... G ltrati,s gip,\t aSwk.sW a Zc,` 1 w o r r , ..,.;, , ,:r,<,ww a :.n"•. 2 }We i% a 3ar 11i by 1 .hy UV g !!.a otiayv . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3807 Night Heron Or Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3807 Night Heron Or (Lot 215) Jurisdiction: Cond. Floor Area: 1827 Cond. Volume: 16991 Envelope Leakage Test Results Leakage Characteristics Regression Data: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1497 cfm 2 0 Pa 0 cfm 3 0 Pa -------- - 0 cfm ----- - 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50) 1497 ELA: 82 EgLA: 195 ACH: 5.29 SLA: .05 ACH(50) ` : 5.29 For prescriptive projects, tested leakage must be —7 ACH(50) For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or 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 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.12.12 19 48:48 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAI LAD DR E SS=dave. revelle Signature: @topbuild.com, C=US -- Printed Name: Dave Revelle Date: 12/12/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or 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: Thank you for allowing Topauild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/25/2017 427044 This certificate is presented to Dave Reve/le for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. a o Build No i019^ Home Service3',0.. RTIN # 4311088 04/05/2019 Stephen P. Carr, Registration # QA Designee Certification Expires M. form —y.—d hpm EFL prop- M—o.r. property of T.pBWIE Mom. S-- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3807 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct I eakanp Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 36 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct Sum lines 1-4 36 System Leakage Divide by 1827 Total Conditioned Floor Area) 0.0197 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2 Digitally signed by Dave Re voila Date 2018 12.12 19:48:44 EST CN=Dave Revelle, O=TopBuild Rater Of Record: Home Services. 011, aMCIk1t9BRE3S-da— mall. m- Printed Name: "raveave Re com, c=us RESNET#: 4311088 Date: 12/ 12/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an of—TTAE S'r4 energy rater certified in accordance with p Section 553.99, Florida Statutes. y 4 Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 427044 TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 1,827 ft 2 Permit Date/No.: Conditioned Volume: 16,991 ft 3 ECC Version: 2009 Property Address: 3807 Night Heron Dr, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 12/12/2018 Measured Air Leakage: 1497 CFM @50Pa Result: PASS Air Infiltration: 5.29 Confirmed ACH ACH 50 Targets 7 20091ECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test 12/12/2018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Target <_ 12.00% Phase Post Construction CFA: 1,827 ft 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target <_ N/A Phase N/A N/A System 3 Duct Leakage. N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018.12.12 19:48:32 EST Rater Of Record: CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, CU. EMAILADDRE SS=dave.revelle 12/12/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions Q1tA.° Sincerely. !\ Dave Revelle Cell. (386) 681-7452\1i dave.revelle(g?topbuild.com i3'-• '17 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 T7ds form was gerefe W hom EFL Piged M&Wsr property of Top&dld Home Services, Inc 427044 TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve roperty Owner: Total Conditioned Floor Area: 1,827 ft 2 ermit Date/No.: Conditioned Volume: 16,991 ft3 ECC Version: 2009 roperty Address: 3807 Night Heron Dr, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 12/12/2018 Measured Air Leakage: 1497 CFM @50Pa Result: PASS Air Infiltration: 5.29 Confirmed ACH ACH 50 Target 5 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A 12/12/2018 Result: N/A DL % Target <_ 12.00% C FA: 1,827 ft 2 Result: N/A DL % Targets N/A N/A Result: N/A DL % Targets N/A N/A Digitally signed by Dave Revelle Date: 2018.12.12 19:48:32 EST Rater Of Record: CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU. EMAILADDRESS=dave.revelle 12/12/2018 (Mtopbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions "w t Sincerely, Dave Revelle c,*------' ' A ', Cell: (386) 681.7452 dave.revelleCtopbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912.7233 This form was generated Avm EFL Project Maneper, property of TopBW/d Homo Servkes, Inc Y 1A r'Ma iGITATlQ~,,.. 427044 RESNET Home Energy Rating Standard Disclosure For home located at: Lot 215 3807 Night Heron Dr, Sanford, FL 32771 City: Sanford State: FL 1. X The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in Rater Rater Rater Rater Rater Rater Rater this home by: Employer Employer Employer Employer Employer Employer Employer OR is in the Rater Rater Rater Rater Rater Rater Rater business of Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8, of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Rater's Printed Name Rater's Signature EFL PM This information does not constitute any warranty of energy cost or savings. 1985-2014 Architectural Energy Corporation, Boulder, Colorado. RESNET #: 4311088 Certification # December 12, 2018 Date RESNET Form 0300-2 427044