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Home My WebLink About3851 Loon Ln 18-1403; NEW SFH114 03 COUNTY OF SEMINOLE 02 IMPACT FEE STATEMENT STATEMENT BUILDING APPLICATION I#: 18.10000275 DATE: March 16, 2018 BUILDING PERMIT NUMBER: 18-10000275 UNIT ADDRESS: LOON LANE 3851 17-20-31-502-0000.2220 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: 3851 LOON /LANER / LOT 222 / WYNDHAM PRESERVE-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE(,+UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES IaOVERNING 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ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. 1 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT D qkISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE \ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 2— 1 L C) Documented Construction Value: S 28 5414,00 Job Address: 3 $ 5 I Loo,n L,,yu_ Historic District: Yes No Parcel ID: 17-20-31-502-000017-20-31-502-0000- a- Wyndham Preserve Lot a,a,Wyndham Preserve Lot a,a, 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 Fag: 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? : No 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 Fag: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kufp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - Bonding Company: Address: NA E-mail: sives@mulhemkulp.com 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, 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: 5ch Edition (2014) Florida Building Code Revised: June 30, 2015 \ ' J Permit Application SD 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 Signature of Contractor/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 Robert Willets Print Contractor/Agent's Name 3u _4A I _fha&(Z IQ— J1:;11 Signature of No -State of Florida Date y Shayne Mangel c - NOTARY PUBLIC r STATE OF FLORIDA Comm# GG113111 1res 6121/2021 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 9 Electrical 9 Mechanical ® Plumbing Gas[] Roof Construction Type: V & Occupancy Use: Flood Zone: Y_-S Total Sq Ft of Bldg: 2.(—Z Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures is' Fire Sprinkler Permit: Yes No 5 # of Heads APPROVALS: ZONING: 4010 UTILITIES: COMMENTS: ENGINEERING: '- 1 L 3 Z*a4 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. N5. N °lo imP. R8>% ( x-L Fire Alarm Permit: Yes No R[ WASTE WATER: BUILDING: • u' Revised: - June 30, 2015 __ Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey. 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Fo Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final tFj —,, Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ I 2— 1 qy Documented Construction Value: S - 1 1 ` % % W3 Job Address: 3 ,$ 5T L_o6, N Historic District: Yes No Parcel ID: 17-20-31-502-0000- Wyndham Preserve Lot ?)I Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move 0 Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 No Fag: 407-647-0700 State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Fag: E- mail: sives@mulhemkulp.com Mortgage Lender: Address: 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, welts, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public.records of this cwunty,.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 Signature of Contractor/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 1D Robert Willets Print Contractor/Agent's Name Signature of No -State of Florida Date C 9 Y Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA a VPersonally GG113111 es 6121/2021 Contractor/Agntt is 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: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: Vs ` WASTE WATER: FIRE: BUILDING: Revised:.June30,2015.__PermitApplication City of Sanford Planning and Development Services 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: 3851 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2220 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US•E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: E 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 W, the best available information used to determine the base flood elevation is: BP# 18-1403 Reviewed by: Michael Cash, CFM Date: March 28, 2018 Application for Paved Driveway, WalkwayIncluding Right -of -Way9gYR-1877- Landscaping in Right -of -Way www.sanfoMn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 Sidewalk or Use & 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-! 00 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wh,rvbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig 1. Project Location/Address: 1f:::-q tf`-F-u,- -t. 5XI "13 2. Proposed Activity: 0 Driveway M 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 l ed by: Property Owner: Signature: Print Name:.Y\IC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.mengel@stadighthomes.mm Date: 3-11; A 9 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomtwater 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 Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or 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 understand the above statement and Signature: by signing this application I agree to its terms. Date: 3-1 a,-1 H 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 Official Use Only Fee: Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: November 2015 Date: Date: Date: Date: 1 -zia - w %8 Date: ROW Use Drtveway.pdf THIS INSTRUMENT PREPARED BY: ft-AY WILYName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111111111111111111111111111111111 GRANT 11ALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BlK 9090 Ps 1583 (1P3s ) CLERK'S AT 2018027822 RECORDED 03/13/2018 Ii3:23:10 P11 RECORDING FEES $10,00 RECORDED BY rd;;:irna Parcel ID Number. 17-20-31-502-0000-a,9,-,0 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pgs 93-102 Lot a,0,A Address: 3 $ 5 1 l.aor, Fn.-A. 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 NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Data of Notice of Commencement (The expiration data 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. Unde enalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to t b m nowledge an belief. Wrees Signature Owneea Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else maybe permitted to sign In his or her stead.' C State of County of 1 r- The foregoing strument was nowt dgedd before me this day of 1 — 20 by ,y4y l Oo Who Is personally known to me Ltd' Name of person making statement OR who has produced identification type of identification produced: Shayne Mangel NOTARY PUBLIC ESTATE OF FLORIDA n Comm# GG113111 i' In` Notary Signature Expires 6/21/2021 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - 1 a -1 4 Project Name: ll r.Atrla,rr,regervL, Project Address: k_&ry--4_ 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. ae.l Pr' t me ofPr* Signatu o r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: fobggW , DO Print am of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # Of- &5lev-6-00k, Print Name of El. Contractor ignature of El. Contractor El' ao03 0 9 El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) LINHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 -1 A -1 % 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): la' The specific permit and application for work located at: P-L.- 3a 3 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 acknowledged before me this _LO day of JCS , 200(, by Robert Willets who is personally known to me or who has produced identification and who did (did not) take an oath. Notary Seal) Sheyne Mangel tiPR NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 SINCE is Expires 6/21/2021 Rev. 08.12) FATHER ' Print or a name Notary Public - State of _ Commission No. My Commission Expires: as RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 222 - 1981 TL Builder Name: Starlight Homes Street: 3851 Loon Ln Permit Office: Se#ngle 1 / O gUIII LD/,t, City, State, Zip: Sanford , FL, 32773 Vunty PermitNumber: tt jjf 1 4 C Owner: •`_) k r A-6 ti Jurisdiction: (e4 f S_U SANF O U DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sgft.) 1 Insulation 12- E 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft2 b. Frame - Wood, Adjacent R=13.0 291.67 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 (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft2 6. Conditioned floor area above grade (ft2) 1981 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. NIA R= ft2 11. Ducts R ft2 7. Windows( 168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U- Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC= 0.26 b. U- Factor: Dbl, U=0.58 48.00 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: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. FloorTypes (1981.0 sqft.) Insulation Area EF: 0. 950 a. Slab - On -Grade Edge Insulation R=0.0. 1981.Ob ft2 b. Conservation features b. N/ A R= ft2 None c. N/ A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 59.56 Glass/Floor Area: 0.085 PASS Total BaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and TIlE Sr 2:, this calculation are in compliance with the Florida Energy specifications covered by this 0R ti • ' _ : FOB Code. calculation indicates compliance with the Florida Energy Code. n,„ v' .' = =•` y;°;,, PREPARED BY: / ' yet Before construction is completed v 'X _ DATE: this building will be inspected for compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. COD WE f v OWNER/AGENT Q d4 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 5:08 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 222 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: ' ' Lot Inf6 fnation Lot # 222 Block/Subdivision: Wyndham PlatBook: Street: 3851 Loon Ln County: Seminole City, State, Zip: 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 FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Main 178.3 ft 0 1981 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 2216 ft' 0 ft' 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 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 1/17/2018 5:08 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width' ' "Height ' - ' ' Sheathing Framing Solar Below 1 N 2 E 3 S 4 W 5 N Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 24 9 9 4.1 48 9 9 4.1 44 9 9 4.1 60 0 9 13 31 3 9 4 231.0 ft' 4 455.0 ft' 4 417.7 ft' 4 560.0 ft' 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 N Wood Main N Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 n 1 None Low-E Double Yes s 3 None Low-E Double Yes s 3 None Low-E Double Yes s 3 Vinyl Low-E Double Yes W 4 None Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.23 N 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 30.0 ft' 8 ft 0 in 48.0 ft' 8 It 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 It 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .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 0.75 1 sys#1 1/17/2018 5:08 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 SelPnl 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 # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingjXj Jan j[ j] Feb1j Mar j j A r [ j Ma Xj Jun jXj Jul Xj Au X Se Oct Nov Dec HeatinJan X] Feb [X] Mar f 1 APr I May 4 ]Jun I) Jul 1 Aug SeP Oct X Nov X Dec Ventin Jan J Feb [[XJ] Mar XJ A r [ Ma j ] Jun [ ] Jul Au Se 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 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 17/2018 5:08 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* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3851 Loon Ln, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft2 b. Frame - Wood, Adjacent R=13.0 291.67 ft 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1981.00 ft' 1981 b. N/A R= ft' c. N/A R= ft' Area 120.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R= R= ft' 13. Heating systems a. Electric Heat Pump 4.250 ft. 0.257 Area 14. Hot water systems 1981.00 ft' a. Electric ft' b. Conservation features ft' None 15. Credits 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. Builder Signature: Date: 311 k? Address of New Home: 3 S ` 1 City/FL Zip: C kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pslat tJF I"E S7-4 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 5:08 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 222 - 1981 TL Builder Name: Starlight Homes Street: 3851 Loon Ln 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements 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 an gaps in the air barrier shall be sealed. Y 9 P 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 I 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 DmoinQ and wmr*na. 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. Electrical1phone 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 between fire sprinkler cover plates and walls or cemlinns, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/17/2018 5:08 PM EnergyGauge® USA - FlaRes2017 FBC 6lh 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 222 - 1981 TL Builder Name: Starlight Homes Street: 3851 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C FIN Single or Multi Point Test Data R: 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)(0, (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: 04 TIME S14'_ Co D WIE 1/17/2018 5:08 PM EnergyGauge® 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 222 - 1981 TL Builder Name: Starlight Homes Street: 3851 Loon Ln 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 Leakaqe 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 1981 House Duct Total Conditioned Floor Area) System 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: 1/17/2018 5:08 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 C 14/2 y wrightsoft• Project SummarJob: h1-vuyndham Date: 4N412017 Entire House Energy Air, Inc Plan: 1981 S 5401 Energy Ar, Ct Orlando, FL 32810 Phone: 407-888-3729 Email: GRenner@energyairoom Web wmv.energyaircom For. Lot 222 -1981 TL, Starlight Homes 3851 Loon Ln, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 17497 Btuh Duds 1538 Btuh Central vent (65 dm) 1830 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Method Construction quality Fireplaces Area ( ft) Volume ( ft3) Airchanges/ hour Equiv. AVF (dm) Infiltration Simplified Semi - tight 0 He1983 atiningCod98318498 18498 0. 26 0.14 80 43 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD Daily range 18 L F Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 16110 Btuh Duds 2048 Btuh Central vent (65 dm) 1248 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 19407 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Duds 197 Btuh Central vent (65 dm) 1917 Btuh Outside air Equipment latent load 4391 Btuh Equipment Total Load (Sen+Lat) 23798 Btuh Req. total capacity at 0.75 S HR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 F Total cooling 28600 Btuh Actual airflow 899 cfrrl Actual airflow 899 cfm Airflowfactor 0.047 dmBtuh Airflowfador 0.050 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 37 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Bddrrtalic values have been manuaUyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Rrght-Suite®Universal 201717.028 RSU17013 2018- Jan 171 p 97e9 ACCA ... SpecificM9ndham Preserneu.ot 222 -1981 TL rup Calc = MJ8 Front Door faces: N wrightsoft° Manual S Compliance Report Entire House EnergyAir, Inc 5401 Energy Air, CL Orlando, FL 32810 Phone:407-886-3729 Email: GRenner®energyairoom Web: wAm.energyairoom For. Lot 222 -1981 TL, Starlight Homes 3851 Loon Ln, Sanford, FL 32773 Design Conditions Job: Starlight - Wyndham Date: 4/14/2017 Plan: 1981 S Outdoor design DB: 92.6°F Sensible gain: 19407 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23798 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 ctm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 137% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cBn Output capacity: 28600 Btuh 137% of load Capacity balance: 37 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elecstrip Manufacturer. Model: Actual airflow: 899 cm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan-17 17:07:29 wrightsoft' Right-Suile®Universal 2017 17.0.28 RSU17013 Page 1 ACCA...Spedfid0,YmdhamPreserue'Lot222-1981 TL.rup Calc=MJ8 Front Door faoes N a Duct System Summary Job: Starlight -Wyndham wrightsol t, DaW 4114/2017 Entire House W. Energy Air, Inc Plan: 1981 S T 5401 Energy Air, Ct Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Web: vmw.energyairoom For. Lot 222 -1981 TL, Starlight Homes 3851 Loon Ln, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/100ft 899 dm 170 ft Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 C 141 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 C 1532 56 76 0.181 6.0 Ox 0 VIFx 29.4 125.0 st2 bed4 h 2353 111 70 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3 W-A c 1406 56 70 0.177 6.0 Ox 0 VIFx 33.2 125.0 st3 foyer h 1292 61 54 0.332 5.0 Ox 0 VIFx 9.3 75.0 Idt-din-Fam c 2617 94 130 0.198 7.0 Ox 0 VIFx 21.4 120.0 st1 IdWin-FanrA c 2617 94 130 0.193 7.0 Ox 0 VIFx 25.2 120.0 st1 lat-din-FanrB c 2617 94 130 0.189 7.0 Ox 0 VIFx 27.8 120.0 SO laun c 843 15 42 0.329 4.0 Ox 0 VIFx 10.0 75.0 mba h 743 35 23 0.177 4.0 Ox 0 VIFx 33.1 125.0 st2 mbr h 3013 142 93 0.171 7.0 Ox0 VIFx 33.4 130.0 st2 mwic h 1413 67 34 0.165 5.0 Ox 0 VIFx 39.9 130.0 St2 c-?-A C 48 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 v^c-A.-A h 533 25 13 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 Wo4-A h 955 45 27 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FIR fpm) in) in) Material Trunk SO PeakAVF 281 389 0.189 713 10.0 0 x 0 VinlFlx st2 PeakAVF 302 228 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 187 0.174 545 9.0 0 x 0 VinlFlx SofrYda/ic values have been manuallyoverridden 201 &Jan-17 17-0729 wrightsoft• Righl-Suite® Universal 201717.0.28 RSU17013 Page 1 AC(>,...SpedfidWyndhamPresenelLol222-1981 TL.rup Calc=MJB Front Door faoes, N Name Grille Size (in) Htg, dm) Clg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Matl Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 201 &Jan-17 17:07:29 wrightsoft' Poght-Suite®Univaml201717.0.28RSU17013 Page ACCP....SpeafidWyndham Preservelot 222 -1981 TL.rup Calc = MA Front Door races N Job #: Starlight- Wyndham Performed for: Lot 222 - 1981 TL 3851 Loon Ln Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone:407-8863729 w menergyaircom GRenner@energyaircom Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2018Jan-1717.07:36 m Presene\Lot 222 -1981 TLrup W 1-1I2° w•rR VTR AUTO VENT KS LAV LAV 211 WC q'„ n : c uto 39. CD 6y 3ti c SH 2" n b i 3rI TUB O N 311 OD 7 PLAT 19.1 j PLUMBING RISER DIAGRAM 120 r a t0) O-0 Z 0 m S oL d c0 o 9) a a N y N W aN M moo mJ o 0 ar m a0 rZ Do 0 0 BP 0 - MO3 N 1NYNDHAM PRESERVE - LOT 222 II PLOT PLAN ZONIN -. DATE-4 It Ok to construct single family homW with setbacks and impervious are shown on plan. 45.4 olo imp . PCP CENTER PCP 291.64' S89'43'03'N! Iq $1 1; A -T, G L LOON LANE 50' RIGHT—OF—WAY Icn o (PRIVATE ROAD) ,CONC CURB DIM ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. f I W1,NDHAM PRESERVE LOT 222 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 6,900 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. ENTRY = 78 SQ.FT. DRIVEWAY = 437 SQ.FT. PATIO = 181 SQ.FT. WALKWAY = 45 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS= 45.4 X SOD = 3,767 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 = 551 SQ.FT. SIDEWALK = 377 SQ.Fr. SOD = 4,013 SQ.FT. PROPOSED 5' CONC SIDEWALK ' v '. 1N89W `03pE 60. 00' O 0 nORTHBOUNDARYUNOFLO4910' UTILITY EASEMENT (P) A 0 PROPOSED PROPOSED t WAL,K 7.7' 18.0 0 - ;-;.----- - 7.7' M w v 20.0 00. of z41 6.7 . 00 PROPOSED 1 STORY RESIDENCE O 3851 LOON LANE O Q w c oin Vi LOT 221 MODEL LOT 2231981OPHELIA ELEVATION - T GARAGE - LEFT 0 h FFE= 26.9 h o COVERED 7.7' 22.0 Go LANAI 7.7' A/C PAD LOT 222 r AREA = 6,900 S.F. ± P\0.00' LOT 226 sI S89'43'03'1 V T ILOT225 LOT 224 LB -Licensed 'Business LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement S —Survey !• PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L—Florida Power do Light P —plat FFE—Finish Floor Elevation D. .—Deed Book Water Meter O.R.—Official Records Book D4—Water Valve P.B.—Plat Book 0'—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter EJev. —Elevation RCD4—Reclaimed Water Valve Conc.—Concrete Cable Box BP —Brick Paver m—Telephone Box SW—Sidewelk EI—Electric Box FFE—Finished Floor Elevation O—Utility Pole Cl —Curb Inlet Guy Pole GTI—Grate Top Inlet 0—Light Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride C—Storm Sewer Manhole NCS—No Comer Set (Falls In Water) G—Sanitary Sewer Manhole SF —Square Feet DiNo —Electric Handhole D.U.E.—Drainage/Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK XVD4—Irrigation Control Valve P.K. —Parker Kolon Nail Sign SIR —Set 1/2' Iron Rod LB7768 WI>4—Gate Water Valve SPKD —Set P.K. do Disk LB7768 ICI Gas Meter FIR —Found 1/2" Iron Rod LB7768 11 "-Existing Grade FlP —Found 1/2" Iron Pipe LB7768 a —Blow—off Valve FPKD Found P.K. Nail do Disk L87768 Drainage Flow Direction FCM —Found 4"x4" Concrete 0 0 —Proposed Design Grade Monument PRM LB7778 As—Built/Existing Gradg Note: Some items in above le en may not be applicable) ntcrrcT Tc Description I Date I Dwn. Ck'd I P.C. I Order No. 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. 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 do 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) ONLY Q 15 APoDA PROF{SSSj 6 """_ . (APPER NO. ........ NOT VAUD WfT WTcTH& l TURE AND THE ORIGINAL 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 "g" DESCRIPTION: LOT 222, 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. Drown: JE I Checked: JDL P.C.: Data FIe:BrissonEast-Plat Date: 0 1 /27/18 1 Dwg:Br=nFmt-1n= Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: - RECORD COPY PALMIE ELECTRIC- Starlight Homes 1981 LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(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 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER a 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA IL GENERAL LOADS INEC2014-220.82(B)(0-(4 LIGHTING 1981 Sq Ft @ 3VA/Sq. Ft 594 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHERIDRYER J DING 500 I WATER HEATER (1) 4.50 4.50 KVA 0 f WATER HEAT4.502) 1 DISHWASHERER gPNF0,'' 1.20 1.20 KVA I DISPOSAL(1) EPAR a, 0.80 080 KVA 0 DISPOSAL(2) 0.80 0 1 RANGE/OVEN (1) RANGE/OVEN (2)O 7.20 17.200 12.00 KVA OOKTOPCCIRCUIT SUMMER KITCHEN/JENAIR GAS # 1 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA IST 10 KVA (GENERAL LOADS) a 100% 1000 KVA REMAINDER (GENERAL LOADS) @ 40% 10.58 KVA SUBTOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AMPS rim Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RFCORD COPY RE: W P0222 - W P0222 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0222 Model: 1981 Tampa, FL 33610 4115 Lot/Block: 222 Subdivision: Wyndham Preserves 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: FBC2017[TP12014 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 24 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. No. Seal# I Truss Name I Date I No. I Seal# Truss Name I Date 1 T13026342 1 A01 1/23/18 118 1 T13026359 1 CJ5A 1/23/18 12 T13026343 1 A02 11/23/18 119 1 T13026360 1 EJ7 11/23/18 13 T13026344 1 A03 11/23/18 120 I T13026361 1 EJ7B 11/23/18 14 T13026345 A04 11/23/18 121 1T13026362 I H1 11/23/18 15 I T13026346 A05 11/23/18 122 I T13026363 1 HJ7 11/23/18 6 IT13026347IA06 1/23/18 123 1 T13026364 1 V3 1/23/18 7 I T13026348 I A07 1/23/18 124 1 T1 3026365 1 V5 11/23/18 1 18 I T13026349 I A08 11/23/18 1 1 1 1 gUILD/, 1 1 SANFORDI 0, ogRTM r 05 1 1 19 I T1302635O I A09 11/23/18 110 I T13026351 1 AO10 11/23/18 111 I T13026352 1 A011 11/23/18 112 I T130263531 AO12 11/23/18 113 I T13026354 1 AO13 11/23/18 114 I T130263551 CJ1 11/23/18 15 1 T,13026356 1 CJ3 1/23/18 16 1 T13026357 1 CJ3A 1/23/18 117 1 T13026358 1 CJ5 11/23/18 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 ANSI TPI 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 ANSI/TPI 1, Chapter 2. 0 ' G E N • '' No 3 ST OF '•W tit" 0 Thomas A. Albanl PE No.39380 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply W P0222 T13026342 W P0222 A01 Hip Girder 1 1 I Job Reference (optional) Builders Flfsl50urce, Iampa. Plant Glry, t-lortd83356tl a."avaZ ro cvr, ° n^°1O°ico. °`'. quo.... ---.'-- . Qa- . ID:4xiZSyO5pnperCOHMLI OgIzP836.5hz1JIBIKF04ZxV2ZEmg2zAex1 KHvmiLwcd4iOzsY9v 1-0- 4.2-3 7.0.0 12.1.15 17.2-1 22-4-0 27-5-5 32-6-11 37.8.0 40-5.13 44-8-0 •8-0 1-0 4-2-3 2-9-13 5. is 5 0 3 5-1-15 5-1-5 5-1.5 5-1-5 2.9-13 4.2.3 0 0 Scale = 1:76.4 2x4 II 5.00 F12 2x4 II 5x6 WB= 4 26 27 5 28 29 6 30 31 78 32 33 9 2x4 II 34 35 10 36 37 11 3x4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 79 1846 47 17 48 49 16 15 4x6 = 2x4 II 4x6 = 2x4 II 7x10 = 2x4 II 4x6 = 2x4 II it LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well lid TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0 19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a rVa BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 2=1218/D-8-0, 20=4357/0-8-0, 13=1217/0-B-0 Max Horz 2=-46(LC 32) Max Uplift 2= 406(LC 8), 20=-1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2451/802, 3-4— 2319/802, 4-5= 1960/699, 5-6= 1959/699, 6-7_ 846/2625, 7-9=-84612625, 9-10=-1964/698, 10-11=-1964/698, 11-12=-2318/801, 12-13=-2449/810 BOT CHORD 2-25=-726/2200, 24-25= 726/2200, 23-24— 674/2148, 21-23=-56/330, 20.21=-56/330, 19-20=-51/310, 17-19=-51/310, 16-17=-669/2147, 15-16=-687/2198, 13-15=-687/2198 WEBS 4-24=-85/603, 5-23=-579/355, 6-23=-639/1893, 6-21=0/349, 6-20=-3339/1129, 7-20=-672/408, 9.20=-3325/1126, 9-19=0/354, 9-17=-647/1912, 10-17— 580/357, 11 - 1 6=-87/601 PLATES GRIP MT20 244/190 Weight: 264 lb FT = 20% Structural wood sheathing directly applied or 3.5-6 oc puffins Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at midpt 6-20, 9-20 NOTES- 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.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcLlrrent 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 406 lb uplift at joint 2, 1471 lb uplift at joint 20 and 409 lb uplift at joint 13. 4 16 Thomas A. Albani PE No.39380 MIT*k USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. January 23,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. YOM32015 BEFORE USE. Design valld for use only with Mllek®conneclors. This design Is based only upon parameters shown. and Is tot an Individual building component, not a truss system. Boforo use, the building designer must verity the aplAicablllty, of design Ixtrameters and property Incotpoiate this design Into the overall Bracing Indicated Is to buckling Individual Ines web and/or chord members only. Additional lemporary and permanent bracing M iTek' building design peveni of is always requited for stability and to peveni collapse wllh possible personal Injury and poperty damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tempe. FL 33610SafetyInformationavUlablehornTrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0222 A01 Hip Girder 11 0222T13026342 Reference o tional Builders First6OUTCe, Tampa, Plant (;lty, Florida 33566 5.1JU s aep 10 Z1/1 / MI I eK rnuU5ele5, iriu. I Ue Jdrr LJ ui.ze. ie Lv is rays e ID:4xiZSy05pnperCOHML10glzPB36-5hz1JIBIKF04ZxV2ZEmg2zAex1KHvmiLwcd4iOzsY9v NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 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 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-12, 105 lb down and 107 lb up at 21-0-12, 105 lb down and 107 lb up at 22-4-0, 105 lb down and 107 lb up at 23-7-4, 105 lb down and 107 lb up at 25-7-4, 105 lb down and 107 lb up at 27-7-4, 105 lb down and 107 lb up at 29-7-4, 105 lb down and 107 lb up at 31-7-4, 105 lb down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 35-7-4, and 200 lb down and 202 lb up at 37-8.0 on top chord, and 320 lb down 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 21-0-12, 81 lb down at 22-4-0, 81 lb down at 23-7-4 81 lb down at 25-7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 320lb down and 109 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-11=-54, 11-14- 54, 2-13= 20 Concentrated Loads (lb) Vert: 4=-153(B) 11=-153(B) 24=-320(B) 6=-105(B) 21=-58(B) 20=-58(B) 7=-105(B) 19=-58(B) 9=-105(B) 16=-320(B) 26=-105(B) 27=-105(B) 28=-105(B) 29=-105(B) 30=-105(B) 31=-105(B) 32=-105(B) 33=-105(B) 34=-105(B) 35=-105(8) 36=-105(B) 37=-105(B) 38=-58(B) 39=-58(B) 40=-58(B) 41=-58(B) 42=-58(B) 43=-58(B)44=-58(B)45=-58(B)46=-58(13)47=-58(B) 48=-58(B)49=-58(B) Q WARNING - Vorfy dodyn paramoters snd READ NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE Mll-7473 rev. fQNMI S BEFORE USE. Design valid for use only with Mllek®conrleclors. this design Is based only upon parameters shown. and Is lot an individual bugdlrlg component. not a truss system. Below use. the bdlding designer must verity the arXllicability, of design parameters and property Incorporate this design Into the overall txNding design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Adclllional temporary and permanent bacing MiTek' prevent 5 always rocit.drod for stability and to prevent collapse with possible personal injury and proporty damage. For general guidance regarding the 690 Parke East Blvdfabrication, storago, delivery, erecllon and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria. DSB-L9 and BCSI Bulkfing Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T13026343 W P0222 A02 Hip 1 1 IWP0222JobReference (optional) tlulaers mrstaource, i ampa, r•iant %.ny, riuiiva a0000 •+•+r • • •^• • -•• •••----•-•••--• •••-• -- -- -- - --- - -- - ID:4xtZSy05pnperCOHML1OglzP836-NluhntH2hPu5uOXOUCOTgRzvlrmZ27uNXCgySUzsY90 1-0- 5-7-6 9-0.0 15.8.14 22-4-0 28.11-2 35-8-0 39-0-10 44.8.0 8- 1.0- 5-7-6 3 4.10 6-8-14 6-7-2 6-7-2 6-8-14 3.4.10 5.7-6 0 Scale = 1:76.1 2x4 II 5.00 12 6x8 — Sx8 = 5x8 = Sx8 = 6x8 _ 4 5 6 7 8 9 - 5x6 = 17 16 15 14 13 bxo = 5x8 = 7x10 = Sx8 = 7x10 = 5x8 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.33 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.61 15 >863 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc puffins. 4-6,6-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-17. B-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Harz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11— 477(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/2258, 3-4=-3395/2064, 4-5=-3153/1963, 5-7=-4957/2959, 7-8=-4957/2959, B-9=-3153/1963, 9-10=-3395/2064, 10-11=-3598/2258 BOT CHORD 2-17=-1996 3246, 16-17=-2504/4521, 15-16=-2503/4524, 14-15=-2471/4524, 13-14=-2472/4521,11-13=-1900/3246 WEBS 3-17=-162/349, 4-17=-578/1022, 5-17=-1635/932, 5.15_ 279/562, 7-15= 340/293, 8-15=-280/562, 8-13=-1635/931, 9-13= 578/1022, 10-13=-162/349 NOTES- 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;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 nonconcurreni 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 vide 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 Joint(s) except 011=1b) 2=477. 11=477. 2 Ig Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ce t 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vodly doslgn peremofors snd READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M/I.7473 rov. 106TI 2015 BEFORE USE. Design valld for use only with MTek®connecfors. TNs doslgn Is based only upon paameters shown, and Is for on trtdlActual rw0ding component, not a truss system. Before use, the bunding designer must verity the c"AlcatAlly of design parameters and properly Incorporate this design Into the overall IxAding design. Bracing Indicated Is to pxeveni buckling of Individual ,miss web and/or chord members only. Addlllonal temporary and permanent bracing MiTek is always required lot stability and to prevent colla{xe with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and txacing of Imssos and truss systems, seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0222 A03 Hip 1b P0222T13026344 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 S Sep 15 2017 Mt I ex Inaustries, Inc. I ue Jan 23 07:22:20 zut a rage 1 I D:4xiZSyO5pnperCOH M L 1 Og 1 zP836-sDS3_I HgSiOy W A6a 1 vvi Nf V2W F7BnN LXmsZV_wzsY9n 1-0- 5.1-6 11-0-0 18-7-4 26.0-12 33-8.0 39-6-10 44-8-0 -8- 1-0- 5.1-6 5 10-10 7-7-4 7-5-8 7-7.4 5 10-10 5-1-6 0 Sx8 = 5.00 12 2x4 11 4x6 = 3x8 = 5x6 = 19 18 17 16 15 14 13 12 5x6 = 2x4 11 4x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10=-457(LC 9) Sx8 = 5x8 = 2x4 II 5x8 = Scale = 1:76.1 5x6 = 8 1 t6 Sx8 = 2x4 II 39-6-10 44.8.0 CSI. DEFL. In (loc) Udell Ud PLATES TC 0.83 Vert(LL) 0.31 15-16 >999 240 MT20 BC 0.24 Vert(CT) 0.57 15-16 >924 180 WB 0.89 Horz(CT) 0.11 10 n/a n/a Matrix-SH Weight: 262 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 1 Row at midpt 7-16. 7-13 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4— 3239/1977, 4-5_ 3874/2397, 5-7=-3874/2397, 7-8=-2954/1893, 8-9=-3231/1970, 9- 1 0=-3641/2283 BOT CHORD 2-19=-2031/3291, 18-19— 2031/3291, 16-18_ 1593/2943, 15-16=-2095/3887, 13-15=-2095/3887, 12-13=-1937/3295, 10-12=-1937/3295 WEBS 3-18=-386/469, 4-18=-149/406, 4-16=-626/1198, 5-16— 429/369, 7-15=0/301, 7-13=-1204/638, 8-13=-451/875, 9-13= 398/481 NOTES- 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-1-6. Exterior(2) 5-1-6 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS 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 psi 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 61=lb) 2=457, 10=457. GRIP 244/190 FT = 20% Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Cott 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING -Verity doelpn paramotere end READ NOTES ON THIS AND INCLUDED MllEK REFERANCE PAGE MII.7473 rov. 11114W015 BEFORE USE. Design valld for use only with MlleM connectors. This design Is lased orgy upon Parameters shown. and Is lot an Individual building component, not a In15S system. Before use. lho brAding deslgnoi inusl verify the ap lAicabElty of design prltainefers and pioeerty Incorpoiale this design Into the overall Bracing Indicated Is to buckling Individual truss web aril/or chard members only. Additional lemporary and permanent tracing WOWbuildingdesign. Ixevent of Is always requliod for stability and to prevent collar3w with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. labdcallon. storage, defbery. erection and bracing of trusses and truss systems. soeANSI/TPI I Quality Criteria, DSB-89 and BCSI Bantling Component Tampa, FL 33610SafetyInformationovallabiefromtrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type City Ply WP0222 T13026345 WP0222 A04 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:21 2018 Page 1 I D.4xiZSy05pnperCOHM L 1 Og 1 zPB36-K PORC NI I DOBoOKhnbdOxws2Evf KsW vEg7 W J3XMzsY9m 1-0-0 7-7.12 13-0-0 19-3-4 25.4.12 31-8.0 37-0-4 44-8-0 4$-8-p 1-0-0 7.7-12 5-4-4 6-1-8 6.3.4 5-4-4 7-7-12 0- a 5x8 = 2x4 II 5.00 171 —2 3x8 = 4x6 = 67 5x6 = 8 Scale = 1:79.5 1.5x8 STP = 19 18 r r 16 15 - 13 12 1.5x8 STP = 4x6 = 2x4 II 3x4 = 4x6 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-6,6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=81(LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) 2x4 11 4x6 = 3X8 = 2x4 II 4x6 = CST. DEFL. In (loc) Udell Ud PLATES GRIP TC 0.79 Vert(LL) 0.33 15-16 >999 240 MT20 244/190 BC 0.78 Vert(CT) 0.62 15-16 >848 180 WB 0.53 Horz(CT) 0.20 10 Na n/a Matrix-SH Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at midpt 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7-8=-2720/1784, B-9— 2988/1873, 9-10-3523/2170 BOT CHORD 2-19=-1881/3157, 18-19=-1881/3157, 16-18=-1430/2707, 15-16=-1719/3249, 13-15= 1719/3249, 12-13-1788/3157, 10-12=-178813157 WEBS 3-19=0/276, 3-18=-539/529, 4-18=-226/416, 4-16=-419/833, 5-16=-352/306, 7-13-822/416, 8-13=-487/851, 9-13-539/530, 9-12=0/276 NOTES- 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=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=437, 10=437. Io 6 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL CeR 66$4 8904 Parks East BNd. Tampa FL 33610 oats: January 23,2018 0 WARNING - Vadly dosign paramoem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rov. f 0N3R015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual binding component, not a truss system. Before use. the Ixdldtng designer must verify the appticabllity of design pxnainefers and prop arly Incogerate Ihls design Into the overall building design. Biactrig Indicated Is to prevent buckling of Individual fnISS web and/or chord members only. Additional temp orary and permanent Iraclng WOW is always regrdred for stability and to p ievenl collapse with possiblo personal Injury and properly damage. For general guidance regarding the fabxlcafkrr, storage, delivery. erection and bracing of (IUSSCS and Iniss systems, seeANSI/TPI I Quality Criteria, DSB-89 and ISCSI Building Component 6904 Parke East Blvd. Safety Information avaltabxe from Truss Plate Instltute, 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply W P0222 T13026346 W P0222 A05 Hip 2 1 Job Reference (optional) uuilaers FIrs1SOUfCe, i ampa, Rant City, Florida 33566 0.1 ov a oapr r a ev i r rvi r an MIGUSIi ies, a,C. i — "' — v..-- c.. „" "ae , ID:4xiZSyQ5pnperCOHML 1 Og 1 zP836-ocapPlJwzKGfITGz9KyAS4bMn3eaFNapDA2c3pzsY91 1-0- 7-4-11 15-0.0 22-4-0 29-8.0 37-3-5 44-8-0 4 -8- 0- 7-4-11 7.7.5 7-4-0 7.4.0 7-7-5 7-4.11 1-0-6 Scale = 1:81.0 5.00 12 Sx8 = 2x4 II 5x8 = 5 6 7 1.5x8 STP = 18 17 a ` 15 " 13 12 1.5x8 STP = 4x6 = 2x4 II 4x6 = 3x8 = 3x4 = 2x4 II 4x6 = 3x4 = 4x6, = 7.4.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13-15 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7-8: 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 midpt 3-17. 9-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10=-417(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9-10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197, 15-17=-1325/2562, 13-15= 1306/2562, 12-13_ 1840/3197, 10-12=-1840/3197 WEBS 3-18=0/314, 3-17=-704/660, 5-17=-198/491, 5-15=-266/600, 6-15=-443/372, 7-15=-266/600, 7-13=-198/491, 9-13=-704/660, 9-12=0/314 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0.0 to 5-0-0, Exterfor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except OI=lb) 2=417, 10=417. l9 Thomas A. Albani PE No.39380 MITsk USA, Inc. FL CsR 6634 6904 Parks East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING - Verity deign peramorors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rov. 1041G IS BEFORE USE Design valid for use only wllh MITek® connectors. this design Is based only upon parameters shown, and Is for an kxflvldual btAding component. not a IRM syslern. Belore Ursa. the Ixdlding designer rmrst verify Iho apPllcaUalty, of design parameterss and properly Incot orale this design Into the overall building deslgn Bracing Indicated Is to pxovent Wckling of Indlvidual hrrss web and/or chord members only. Addillonal temporary and permanent bracing M iTek' Is always regUdred for stability and to revent collapse wllh possible personal b ny and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage. delivery, erection and bracing of IRF-SeS and 11USs systems, soeANSI/FPI I Quality Criteria, DSB-89 and BCSI Building Component Tarrpo. FL 33610SafetyInformationavailablehornTrussPlateInstitute, 218 N. Lee Street. SUdle 312. Alexandria. VA 22314. Job Truss Truss Type ' Oty Ply WP0222 T13026347 W P0222 A06 Hip 2 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22.23 201 a Page 1 ID:4xiZSy05pnperCOHML1Og1zP836-Go8Bd3KYkeOWNdr9j2TP7H7bMSzi olzSgogbFzsY9k 1.0• 5.11.10 11-8.15 17-0.0 22.4.0 27-8-0 32.11-1 38-8.6 44-8-0 8- 0• 5.11-10 5 9.5 5-3-1 5 4.0 5-4-0 5 3-1 5 9.5 5 11-10 0 vid 5.00 f 12 5x6 = 3x8 = 5x6 = 3x8 = ar 'e 18 " 17 16 3x4 = 4x6 = 2x4 II 3x8 = 3x4 = 3x8 = 4x6 = Scale = 1:78.0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(ILL) 0.31 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.62 18-20 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.21 12 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18. 7-16 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz 2=104(LC 12) Max Uplift 2-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3562/2280, 3-5=-3380/2197, 5-6=-2635/1724, 6-7=-2391/1651, 7-8=-2391/1651, B-9=-2635/1724,9-11=-3380/2197,11-12-3562/2281 BOT CHORD 2-20=-2010/3200, 18-20=-1586/2794, 17-18=-1289/2526, 16-17-1289/2526, 14-16— 1550/2794, 12-14-1916/3200 WEBS 3-20=-222/369, 5-20=-306/485, 5-18=-572/529, 6-18=-424f734, 7-18— 393/166, 7-16=-393/166, 8-16=-424/734, 9-16=-572/529, 9-14-306/485, 11-14= 222/369 NOTES- 1) Unbalanced root 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.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exledor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS 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 psi 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 lb uplift at joint(s) except Qt=lb) 2=418, 12=418. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vorlry deslpn parnmetan and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF 7473 rov. I dD31201S BEFORE USE Design vail l lot use only with MI lek® connectors. iMs design Is based only upon parameters shown. and Is lot an Individual building component. not a truss syslem. Before use, the bu lld ng designer must verify the appllcablllty of design parameters and properly Incorpoiate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndWuat truss web and/or chord members orgy. Addllloral temporary and permanent ixacing M iTek' Is always required for stablilly and to event collapse Win possible personal"and pioperty damage. for general guidance regarding theprevent fatxlcaflon, storage. delivery, erecflon and Ixciclrg of Misses and truss systems, seeANSI/TPI I Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information avdlable from truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0222 A07 Hip 2b P0222T13026348 Reference (optional) auiiaers rlrslAource, r ampa, riarr %,ny, rrunua oouoo 0 5.00 12 ID:4xiZSyO5pnperCOHML10g1zP836-k_hagPKAVxXN?nOLGI eXVgjRsJ-jIz6hUXj7hzsY9j 9.0.0 25-8-0 32.0.1 37.7-12 44.8-0 6 4-1 6-8-0 6.4.1 5 7-11 7-0.4 0- Sx8 = 5x6 = 6 7 Scale =1 ,81.0 1.5x8STP= 20 19 17 16 14 13 1.5xBSTP= 3x8 = 2x4 II 3x4 = 4x6 — 3x4 = 3x8 = 4x6 — 3x4 = 2x4 II 3x8 = 4 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.30 17 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.55 17-19 969 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.21 11 n/a rVa BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 243lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16. 8-16 REACTIONS. Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=116(LC 16) Max Uplift 2=-432(LC 12), 11=-432(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3545/2254,3-5=-3039/1969, 5-6=-2461/1649,6-7=-2219/1594, 7-8=-2461/1649, 8-10=-3039/1969, 10-11=-3545/2255 BOT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16.17=-1097/2218, 14-16=-1507/2751, 13-14— 1873/3179, 11-13= 1873/3179 WEBS 3-20=0/259, 3-19=-497/485, 5-19=-182/403, 5-17=-707/576, 6-17=-328/594, 7-16=-319/584, 8-16=-706/575, 8-14=-1821402, 10-14=-497/486, 10-13=0/259 NOTES- 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.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS 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 lb uplift at joint(s) except Gt=lb) 2=432.11=432. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: January 23,2018 WARNING . Vanity dodgn paranotan and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0-7473 rov. ta,D3/1015 BEFORE USE Design valid for arse only wAlh Mllek® connectors. Thh design Is basecl only upon Ixnameters shown, and Is for an Individual b uldIng component, not a mass system. Before use. the Ixdlding designer must verity the applicability of design ixtrameters and Ixoperly incorporate this design Into the over ixdlding design. @achg Indicated Is to rxevent txrckting of IrxlMdrial truss web and/or chord members only. Addilional temporary and permanent txacing Welk' is always required for stability and to prevent collapse with possUe personal Injury and property damage. For general guidance regarding the totxleaflon, sforclge, delivery, erection and txacing of irises and truss systems. seeANSI/TPI1 Quality Criteria, DSB•a9 and 11CSI Building Component 6904 Parke East Blvd. Safety Information avallatA0 from Liss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type + Oty Ply T13026349 W P0222 A08 Hip 21b P0222 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a. tau 5 aep i o 20i r wu i ea muu5 uS, eimv. Lin uaii co aye I D:4xiZSyQSpnperCOHML 1 Og 1 zP836-C BFy21 LoG Ff Edx?YgSVt4iCu6GIMS1TGw8HGg8zsY9i 1- 0- 6-11-14 13-8-14 21-0-0 23.8.0 30-11-2 37-8-2 44-8-0 4 -B- 0 6-11.14 6 9-0 7-3.2 2-T 7-3-2 6-9-0 6-11-14 0- 500 12 Sx8 = 5x6 = Scale = 1:81.0 1. 5x8STP= 78 17 16 21 15 14 d 12 11 1.5x8STP= 3x8 = LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. ( lb/size) 2=1700/0-8-0, 9=1700/0-8-0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12). 9=-446(LC 13) 3x4 = 4x6 = 3x4 = 3x8 = 4x6 = 3x4 = 2x4 II 3x8 = CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.91 Vert(LL) 0.31 15-17 >999 240 MT20 244/190 BC 0.94 Vert(CT) 0.59 15-17 >899 180 WB 0.58 Horz(CT) 0.21 9 n/a n/a Matrix- SH Weight: 252 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15. 5-14, 7-14 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3551/2278, 3-4=-2980/1943, 4-5=-2288/1570, 5-6=-2046/1531, 6-7=-2291/1572, 7- 8=-2979/1943, 8-9=-3552/2278 BOT CHORD 2-18=-1989/3185, 17-18=-1989/3185, 15-17=-1511/2704, 14-15=-982/2042, 12- 14=-1486/2703, 11-12=-1896/3186, 9-11=-1896/3186 WEBS 3-18=0/275, 3-17=-556/527, 4-17=-161/459, 4-15=-844/669, 5-15=-372/594, 6- 14— 362/590, 7-14— 840/666, 7-12=-160/456, 8-12=-557/528, 8-11=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.OpsF h=15111; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces & MW FRS 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 beanng plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2= 446, 9=446. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 66$4 8904 Parke East Blvd. Tampa FL 33810 Date: January 23,2018 0 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 nv. 101AXI 015 BEFORE USE. Design valld for use only with MllekO connectors. this design Is based only upon parameters shown. and Is for an Individual building component, not a inns system. Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall wt building design. Bracing Indicated Is to prevent buckling of Individual Ituss web aril/or chord members only Additional temporary and permanent bracing MiTek' Is always to tulied lot stablllty and to prevent collapse with possible personal Injury and property damage For general gttldaoe regarding the fab i lcatlon, storage, delivery, erection aril tracing of Misses and in= systems, seeANSI/rPI I Cuailly, Criteria. DSB•89 and eCSI Building Component 6904 Parke East Blvd Safety Information available ttom truss Plate Institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ' City Ply WP0222 T13026350 W P0222 A09 Common 7 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. I ue Jan 23 07.22:27 2018 rage 1 I D:4xiZSyO5pnperCOHM L 1 Og 1 zP836-8Z NiSRN3osvysF8wytXL971 Dd4OOweJYNSm NkOzsY9g 1-0- 7-11.6 15-7-6 22-4-0 29.0-10 36-8.10 44-8-0 45.8- p 7.11.6 7-7-15 6.8.10 6-8-10 7.7.15 7-11-6 -0- 5x6 = 5.00 12 Scale = 1:75.0 4x6 = 18 17 — — 15 " 13 12 4xb = 2x4 II LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 4x6 = 3x8 = 3x4 = 3x4 = 4x6 = 2x4 11 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TIC 0.90 Vert(LL) 0.3215-17 >999 240 MT20 244/190 BC 0.71 Vert(CT) 0.51 15-17 >999 180 WET 0.49 Horz(CT) 0.19 10 n/a rVa Matrix-SH Weight: 234 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-13 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 9-13, 5-15, 3-17 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3-5=-2815/2123, 5-6=-2170/1814, 6-7=-2170/1814, 7-9=-2815/2123, 9-10=-3530/2527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17= 1613/2524, 13-15=-1619/2524, 12-13=-2113/3164, 10-12=-2113/3164 WEBS 6-15_ 943/1286, 7-15=-840l755, 7-13=-202/492, 9-13=-713/634, 9-12=0/330, 5-15=-840/755, 5-17=-202/492, 3-17=-713/634, 3-18=0/330 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 22-4-0, Comer(3) 22-4-0 to 28-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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 psi 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 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(s) except Qt=lb) 2=454,10=454. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 A WARNING . Vorly doslpn peremoters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 11[I1-7473 rov. 10/03)2015 BEFORE USE. Design valid for use only with Mllek®conneclors. This design Is based only upon parameters shown. and Is for an individual Wilding component, not a truss system. Before use. The building designer must verify the applicab billy of design parameters and properly hncorp orale this clesign Into The overall bxdlding design. Bracing Indi;afed Is to prevent trickling of IndlAduat inns web and/or chard members oNy. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal trlpay and property damage For general guklance regarding the 6904 Parke East Blvd. labk:all rx slorage, delivery. erection and bracing of Inrses and Inns systems, seeANSI/113I1 Quality Criteria, DS8-09 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Atexanrddo. VA 22314. Job Truss Truss Type Qry Ply WP0222 T13026351 WP0222 A010 Roof Special 1 1 Job Reference (optional) aunaers rustoource, r ampa, rianr "Hy, nunua oouoo 5.00 12 14-4-0 20-9-15 1-8-0 6-5-15 6x8 = 7x10 = 4 vF ,c—., o,,.11-, ,,.. .n IDAxiZSyQSpnperCOHM Og1.zP836-Z1X0W,eCHSZBxA54E7xH3bAjsU0kieC5V9GNeEgzsY9u. 27- 2-1 33-8-0 39.6.10 44.8.0 45-U 6-4-3 6-5.15 5.10.10 5.1.6 -0 2x4 II 5x8 = 5x8 = 6x8 = Scale = 1:78.8 5x6 = eu 19 1a 17 16 14 13 5x6 = 4x6 = 5x8 = 5x8 = 2x4 I I 5x8 = 2x4 II 6x8 = 5x8 = 33. 8-0 LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.82 BC 0.22 WB 0.86 Matrix- SH DEFL. In (loc) Vdeil L/d Vert( LL) 0.31 16-17 >999 240 Vert( CT) -0 52 16-17 >999 180 Horz( CT) 0.11 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. 1- 4: 2x4 SP M 31, 5-7,7-9: 2x6 SP M 26 BOT CHORD Rigid telling directly applied or 6-5.6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at mldpt B-14 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11=-515(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686, 3-4_ 3437/2465, 4-5= 3801/2723, 5-6=-4027/2771, 6-8=-4026/2770, 8- 9=-2980/2234, 9-10=-3251/2290, 10-11=-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17-19=-2101/3448, 16-17=-2309/3843, 14- 16=-2309/3843, 13-14=-2301/3297, 11-13— 2301/3297 WEBS 3-20=-353/550, 4-20=-380/502, 4-19— 1469/2251, 5-19= 1973/1408, 5-17>438/816, 6- 17=-414/358, 8-14=-10561681, 9-14— 532/904, 10-14=-379/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1Sit; Cat. If; Exp C; Encl., GCpl= 0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-1-14, Extedor(2) 5-1-14 to 12-8-0, Corner(3) 12-8-0 to 39-6-10, Exterior( 2) 39-6-10 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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 psi 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 515 lb uplift at Joint 11. 0 2 16 Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Csrt 6634 6904 Parks East Blvd. Tampa FL 33610 Date. January 23,2018 A WARNING . Vorlry dosfpn panmoten and READ NOTES ON THIS AND INCLUDED MrrEN REFERANCE PAGE M0.7473 rov. 16N32015 BEFORE USE. Design valid lot use only with Mllek® connectors. This design Is based only urwn parametersshown, aril Is for an bdIvldtal bu0ating component, not a firm system. Before rrso, the building designer must veilty the applicability of design parameters and properly Incorporate this design Into the overall btAlding design. Bracing Indicated Is to bwckling of Individual tntss web and/or chard members only. Additional temporary and permanent bracing MiTek_ prevent Isalways required to; stability and to prevent collapse with possible personal Injury and property damage. For gonetal guidance rogardIng the 6904 Parke East Blvd. klrk:alkxt, storage-, delivery, erection and bracing of inrsses and plus systems. seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tempo. FL 33610 Safety InformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Ory Ply WP0222 A011 Roof Special 11 0222T13026352 Reference (optional) aunoers rnsraource, r ampa, rump i Hy, nunua ooaoo 1.0.0 5-2-3 11-0.0 14.4-0 ,1 1 5.2-3 5.9-13 3.4-0 ' 5.00 12 5x8 = 3x4 = 5x6 = 5x6 = 4 5 6 pnperCOHML 1 Og 1 zP836-V FIAxKDXdAOIOPEdFM KXgboHy EIS660ncaskJ 9-6.13 35.8.0 -538-11 44.8.0 4$•8• 5-11-7 6-1-3 3-3-5 5-8-11 0-i 30 = 2x4 II 3x6 = Sx8 = Scale = 1:79.4 3x6 = 24 23 22 21 20 19 18 17 16 15 3x8 = 2x4 II 3x4 = 3x6 = 5x8 = 3x4 = 3x4 = 3x8 = 6x8 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 13-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6-13 oc bracing WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Harz 2=70(LC 16) Max Uplift All uplift 100lb or less at joint(s) 18 except 2=-164(LC 12), 20-485(LC 9), 13=-275(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=563(LC 23), 20=1760(LC 1). 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/647, 3-4=-315/230, 4-5=-37/304, 5-6=-64/344, 6-7=-538/970, 10-11=-881/677, 11-12-11713/905, 12-13-1421/1152 BOT CHORD 2-24=-5030591 23-24-503/759, 20-22-741l704, 19-20=-970/875, 18-19-339/881, 16-18— 339/881, 15-16= 559/1061, 13-15=-944/1261 WEBS 3-23=-573/623,4-23=-191/356,4-22=-646/548,5-22=-274/176,6-22=-599/912, 6-20=-690/537, 7-20=-944/673, 11-15— 234/398, 12-15=-256/473, 11-16=-241/258, 7-19=-774/1192, 10-16=-54/267, 8-19=-31 a/278, 10-19= 929/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=151t; Cat. 11; Exp C; Encl., GCp1=0.18: MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Exledor(2) 5.2-3 to 11-0-0, Comer(3) 11-0-0 to 14-4-0, Extedof (2) 16-4-0 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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 psi 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18 except Qt=lb) 2=164,20=485,13=275. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Verity design peremotore end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rov. t a*3,2015 BEFORE USE. Design valld for use only with MllekO connectors. I111s design Is based only upon parameters shown. and Is for an individual building component, not a him system. Before use. the building propertyldingdesignermustveritythear4AIcabllltyofdesignparametersand Incorporate This design Into the overall txjUdIng design. Bracing Indicated Is to prevent buckling of Individual Inm web and/or chord members only. Additional Temporary and permanent bracing MiTek Is always rectt lted for stability and to prevent collapse with possible personal Inpay and property damage For general guidance regarding the 6901 Parke East Blvd. fatxk:afbn. storage. delivery. erection and bracing of Inrsses ax1 fnm systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tempo, FL 33610SaletyInformationavailablefromTrussRateInstitute, 218 N. Lee Street. Sulte 312. Nexanldda. VA 22314. Job Truss Truss Type Oty Ply WP0222 A012 Roof Special Girder 11b 130222T13026353 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi t etc industries, Inc. i ue Jan 23 07:22: 1 a 2018 rage 1 I D:4xiZSy05pnperCOH ML 1 Og 1 z P836-zSDY9g E90U W W 1 Yppo4rmDpLL?eeGravxrEbl r9zsY9r 1-a sso a-ao 1z-ao 16+-0 zso-o 31.32 a7-+•8 37 -0+a+•5 u-s•o s a ss-0 37-0 3&0 3B 0 2-a0 ae 0 632 &1•a a 8 2.9•s +-311 a 5x8 = 5.00 12 2x4 11 5x8 = Sx6 = _ 5 6 7 5x8 = — 5x8 = Scale = 1:79.4 UIS = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 1 s 3xb = 2x4 II US = 3x6 _ 3x6 11 4x6 = 2x4 11 3x6 = 16+-0 SS-0 9-0-0 12d-0 1fr+-0 7•+ 21.7.2 25a0 2&2-7 7•-313 37-a-0 +a+-5 6-0 SS-0 37-0 3B0 3-&O 332 3+•1+ 32-7 6-1.6 3-+-3 2-a•5 3.11 1-0-0 Plate Offsets (X,Y)-- 4:0-5-12,0-2-8] [6:0-5-12,0-2-8], 171:0-5-12,0.2-8j LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.08 17-19 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.19 17-19 999 180 BCLL 0.0 Rep Stress Iner NO WB 0.79 Horz(CT) 0.04 13 n/a rVa BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 lb or less at joint(s) 22 except 2=-243(LC 27), 20=-930(LC 5), 13=-409(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 1). 20=2786(LC 1), 13=1083(LC 20). 22=270(LC 18) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-632/410, 5-6=-(>32/410, 6-7=-415/360, 7-8— 264/895, 8-10— 219/352, 10-11=-1581/618, 11-12= 19001789, 12-13= 2089/794 BOT CHORD 2-27=-362/1009, 26-27=-362/1009, 25-26=-243/743, 23-25=-211/396, 22-23=-310/346, 21-22= 310/346, 20-21=-1657/566, 19-20=-1657/566, 17-19= 504/1138, 16-17— 635/1761, 15-16=-666/1852, 13-15=-666/1852 WEBS 3-26=-380/169, 4-26=-65/274, 6-25= 1781660, 6-23=-553/165, 7-23=-147/573, 7-21 =- 1002/345, 8-21=-277/1010, 8-20=-2629/931, 11-16= 104/372, 8-19— 628/2073, 10- 1 9=- 1 688f730, 10-17=-79/675, 11-17=-261 /188 NOTES- 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW`FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcLirrent 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 wit 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) 22 except Qt=lb) 2=243, 20=930, 13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 109 lb up at 25-7-4, 145 lb down and 107 lb up at 27-7.4, 145 lb down and 107 lb up at 29-7-4, 145 lb down and 107 lb up at 31-7.4, 145 lb down and 107 lb up at 33-7-4, and 145 lb down and 107 lb up at 35-7-4, and 250 lb down and 202 lb up at 37-8-0 on top chord, and 82 lb down at 25-7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 262 lb down and 110 lb up at 37-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 MITilk USA, Inc. FL Cart 6634 6304 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vorlry design panmotors and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M0.7473 rov. 1aW2015 BEFORE USE. Design valid for use only wllh MITek® connectors. Rds design Is based only upon parameters shown, and Is for an In llvlckxr building component. not a truss systern. Before use, the lxdiding designer mu sl verity the alKilicability of design Ixtrarnelers and properly Incorpoialo Ihts design Into the overall bulldirlg design. Bracing Indicated Is to prevent Ixickling of Individual Iruss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stabllny and to prevent collapse with possible personal lz*jry and property damage. For general guidance regaiding the fabxk:atbn, stofage, delivery, erection and tracing of InF%es and truss systems, soeANSI/TPI I Quality Criteria. DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institule. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply WP0222 A012 Root Special Girder 11b P0222T13026353 Reference (optional) Builders First5ource, T ampa, Nlanl L:Ity, I-lonaa 3Jbbb 0• i ju b onN ! Dew! 1 Ivi' am 1"u-, vo , ". ", '.. "a` I D:4xiZSy05pnperCOHML 1 Og 1 zPB36-zSDYgg E90U W W 1 Yppo4rmDpLL?eeGravxrEblrgzsYgr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-11=-54, 11-14=-54, 2-13= 20 Concentrated Loads (lb) Vert: 11 =-1 53(F) 16=-262(F) 28=-109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32=-105(F) 33=-105(F) 34=-61(F) 35=-58(F) 36=-58(F) 37=-58(F) 38=-58(F) 39_ 58(F) Q WARNING -Verify design paramotors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rov. 10NN32015 BEFORE USE. Design valid for use only with Mllek® connectors. 111Is design Is basecl only upon parameters shown. and Is for an In lMdual twYdlry7 component. no, a trips syslom. Before trso, the btrllding designer mtrsf verity the applicability of design pX1larT1e1e15and properly Incorporate this design Into the overall building design. Bracing Indicated is to pxevent b uckltrtg of IndMdtral Inns web and/or chord members only. Addlllonal temporary and permanent bracing M iTek' Is always tw4ulred for slabiilly and to prevent cotiapne wllh possible personal h*zy and property damage For general guidance regarding the lab licallon, sforogo. delivery, erection and tracing of Inisses and Ines systems, seeANSI/TPI1 Quality Cdteda, DSB-89 and 6CSI Building Component 6904 Parke East Blvd safety information avallabte from Truss Plate Institute, 218 N. Lee Street, State 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply WP0222 A013 Hip Girder 11b 130222T13026354 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 t3.13U s sep lb ZU1 I Mi I OK industries, mc. i ue Uan 23 07.22:1 r co 1 o rage i ID:4xiZSyOSpnperCOHML 1 Og 1 zP836•RemwMOFngoeNfiO?MnM?IOte124Sa6J44uLrObzsYgq 4-3-11 7.0.0 12.8-0 18-4.0 21-0-5 25.4-0 4-3.11 2-8-5 5-8-0 5-8.0 2-8.5 4-3-11 5x8 = SMF—- 2x4 11 Sx8 = Scale = 1:44.0 3x4 = „ 1U axa = 2x4 11 3x6 = 3x4 = 3x6 = 2x4 II 3x 12 MT20HS = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.40 BC 0.37 WB 0.46 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well L/d 0.04 11-13 >999 240 0.0811-13 >999 180 0.01 10 n/a We PLATES MT20 MT20HS Weight: 122 lb GRIP 244/190 187/143 FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=44/0-8-0, 2=656/0-8-0, 10=1197/0-8-0 Max Horz 2=53(LC 12) Max Uplift 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/272, 3-4=-879/256, 4-5=-629/232, 5-6=-629/232, 6-7=-92/492, 7-8=-68/313 BOT CHORD 2-14=-223/966, 13-14=-223/966, 11-13=-168l797, 10-11=-475/161, 9-10=-271/81, 8-9= 271/81 WEBS 4-13=-38/262, 5-11— 350/191, 6-11=-351/1203, 6-10=-937/294, 7-10=-308/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasil=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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 nonconcurrent 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) 8 except Qt=lb) 2=186, 10=313. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 66$4 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Varlry dadgn peremeterc and READ NOTES ON THIS ANO WCLUDED MrrEK REFERANCE PAGE MI14e79 rev. IM201S BEFORE USE. Design valld for use only with MiTek® connectors fits design Is based only uphn parameters shown. and Is for on individual building component, not a 11LIS5 system. Before use, fho b tdidirlg designer must verify the applicability of design parameters and property incorporate this design Into the overall lxdiding design Bracing Indicated Is to prevent buckling of lndivkktal truss web and/or chord members only Additional temporary and permanent tracing MiTek' Is always ioci dyed lot stablilly and to lrovent collapse wllh possible poisonal tniury and properly damage For genetal gsddance regarding the fabrication. storage, delivery. erection awl bracing of frlssesand fitisssysfems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Streef. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply WP0222 T13026355 W P0222 CJ 1 Jac k-Open 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 Ml I eK Industries, Inc. 1 ue Jan 23 07:22:27 2018 rage 1 I D:4xiZSy05pnperCOHM L 1 Og 1 zPB36-8ZNiSR N3osvysF8wytXL971 PO4ZNwlyYNSm NkOzsY9g 1.0.0 1-0-0 1-0-0 1-0-0 2x4 = 1.5x8 STP = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. Scale = 1:6.5 1-0.0 1.0.0 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a rda Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 0% 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.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.393E0 MITsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vort y dos/yn peremotere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. Y M1312015 BEFORE USE. Design vaild for use only with Mllek® connectors Mils design Is based only upon Parameters shown. and Is for an Individual txlading component. not a IrUs1 system. Betoro trse, the building designer must verity the applicability of design Ixtrameters and prop a ly Incorporate this design Into the overall design. Bracing Indicated Is to txrclding IndlviclUd Intss web and/or chord members only. Additional temporary and permanent bracing M iTek' bthcRng prevent of is always required for stability and to prevent collapse with possible personal" and property damage ra general guidance regarclIng the 6904 Parke East Blvd. fabricatlom storage. delivery, erection arxf bating of Ir sses cn d tnrss systems. so- ;ANSI/TPI1 Quality Criteria, DSB-69 and SCSI Building Component Tartpa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street. Sulle 312, Alexandria. VA 22314. Job Truss Truss Type City Ply WP0222 T13026356 WP0222 CJ3 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:28 2018 Page 1 I D:4xiZSy05pnperCOH ML 1 Og 1 z P836-dmx4g nOhZA 1 pU017Vb2ai LgZ2TuZf CCic6VwGSzsY9f 3.0.0 r 1.0-0 3.0.0 Scale = 1:10.8 3x4 = 1.5x8 STP = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 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. NOTES- 1) Wind: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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. Thomas A. Albani PE No.39380 MiT*k USA, Inc. FL Cart 6634 6904 Park@ East Blvd. Tampa FL 33610 Date. January 23,2018 Q WARNING - Verily dodyn paramoton end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M17-7173 rov. IaW,2015 BEFORE USE. Design vaikl for use only with Mllek0 conneclors. This design Is based only upon parameters shown, and Is for an Individual building component, not a inrs systern. Before Lrse, the building designer must verily the applicability of design parameters and lroperiy Incoiporale this design Into the overall rxNding design. Bracing Indicated Is to prevent buckling of Individual Inrs web and/or chord rnembers onltr y. Addlllonal temporary and permanent acing MiTek_ Is always required for stability and to prevent collapse with posslNe personal f *uy and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of Inrsses and enrs systems, seeANSI/TPI I Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13026357 WP0222 CJ3A Jack -Open 11 0222 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 B.1sD s Sep 1b Lew i MI t ex Industries, inc. I ue .Ian 23 ur:zz:zb 20i6 rage i I D:4xiZSyO5pnperCOH ML 1 Og 1 zPB36-dmx4gnOhZA 1 pUOj7Vb2ai LgaxTuMlCCic6VwGSzsY9f 1-0-5 13-0-0 1.0-5 -11-11 Scale = 1:10.8 3x8 11 1.5x8 r TP = 1.0.5 1-0-51.11-11 3.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WET 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3=-43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 1-0-5, Extedor(2) 1-0-5 to 2-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cori 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING -Verify dorlyn perimeter: and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rov. faN3R015 BEFORE USE. Design vdkl for use orgy with MITek® connectors. This design Is based orgy upon parameters shown, and Is for an indMdual betiding component. not a inrss systein Before tw, the building designer rnusl verity The apxllcablilty, of design parameters and properly Incoipoiate this design Into The overall btAidlrlg design. Bracing militated is to pxovent buckling of Individual truss web and/or chord members oNy. Additional temporary and Permanent bracing MOW Is always required fat stability and to prevent collapse w11h possible personal mpxy and property damage. For general guidance regaidIng the fdxk;alkxt, storage, delivery, erection and bating or fntssos and muss systems. sceANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute. 218 N. Lee Street, Suife 312. Alexandria, VA 22314. Tompo, FL 33610 Job Truss Truss Type Oty Ply WP0222 CJ5 Jack -Open 9 1b P0222T13026358 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.13o s Sep 15 2u1 r MI i ex industries, Inc. rue Jan 23 07:22:29 2018 rage 1 I D:4xiZSy05pnperCOHM L 1 Og 1 zP836-5yVTl6OJKUgg5YIJ31 apE YNfatBvOeSrgmFUpvzsYge 1-0-0 5-0-0 1-0.0 5-0-0 3x8 = 1.5x8 STP = Scale = 1 ,15.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39380 MiTtk USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date. January 23,2018 WARNING -Verify dodgn parnmoten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 1001R015 BEFORE USE. Design valid for use only with Mllek® connectors. M design Is based only upon parameters shown, and Is for an Individual building cornponent, not a laid system. Before ruse, the IxAlding designer must verify the appxicab al fy of design parameters and properly Incorporate this design Into the overall IxAlding design. Bracing Indicated Is to prevent truckling of IndlVkluat Ines web and/or chord members only. Additional temporary and permanent bracing M iTek_ Is always ioci died ror stablIlly and to prevent collapse wllh possalle personal Infury and property damage For general guidance regarding the fabrication. storage, dellvety, erection and Ixacing of busses and Imss systems, soeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from buds Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WP0222 CJ5A Jack-Ope 1 1' 0222T13026359 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi 19K Industries. Inc. I ue Jan 23 0/:22:30 2018 rage 1 ID:4xiZSyQ5pnperCOHM L 1 Og 1 zP836-Z83r5SPx5n HXI itVdO52nmwrdHXZ75h730_1 LLzsY9d 3-0-5 5-0-0 3-0-5 1-11-11 ' 5.00 112 1.5x8STP= 3x4 = Scale=1.16.5 3-0-5 Plate Offsets (X,Y)-- 2:0-3-O,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-R Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/slze) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-137/284 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) 0-1-12 to 3-0-5, Extedor(2) 3-0-5 to 4-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 five 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 904 Parke East Blvd. Tampa FL 3361D Date: January 23,2018 WARNING - Vorlly design pammoters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE 111II.7473 rov. Ia V30115 BEFORE USE. Dr--Jf,n valld for use only vAth MllekO connectors. this design Is txised only upon paamelers shown. and Is for an Individual building component. not a firms system. Before use. the lxdiding designer must verity the gANlcalAlty of design parameters aril properly Incoiporate this design Inlo the overall bxdlding design. Bracing Indicated Is to buckling IndMdtxll truss web and/or chord mombers only Additional temporary and permanent bracing MiTek' txovent of Is always iegtared for stability and to levent collgne with possaxe personal Initay, and property damage. For general guk7a ce regarding the 6904 Parke East Blvd. faixicatkxt, storage, delivery, erection and bracing of trines and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavallahNemomTrussPlatoInstitute. 218 N. Lee Street. Suite 312. Alexandila. VA 22314. Job Truss Truss Type City Ply WP0222 T13026360 WP0222 EJ7 JACK -OPEN 30 i Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 20i r MI I ek ineubiiiub, mu. , ue our- 4o ul.L v cv 1 o Faye I D:4xiZSyQ5pnperCOHML 1 Og 1 zP836-Z83r5SPx5nHXlitVdO52nmwkYHSw75h?3Q_1 LLzsYgd 1-0-0 7-0.0 1-ao 7.0.0 3x8 = 1.5x8 STP = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/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. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.8 DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Ven(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; VUlt=1401TIph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1Sit; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) 2 except Qt=lb) 3=102. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 23,2018 WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rov. I&M2015 BEFORE USE. Design valld for use only with Mllek® connectors. Ods design Is based only upon lxramelers shown. and Is for on Individual building component, not a Inrss system. Before use, the building designer murst verity the aq llcablllty of design parameters and properly Incorporate this design Into the overall Individual Inns members only Addlllonal lemporary and permanent bracing MiTe k' twlldiryj design. tracing Indicated Is to prevent LxrcMI ng of web and/or chord Is always regrdred for stability and to rxevenl collapse with possible personal Injury and rropeny damage. For general guidance regarding the 6904 Parke East Blvd. labrk;atbn, storage, deBvery. erection and bracing of trusses and Inns systems. soaANSI/1PI I Ouallly Criteria, DSB-89 and SCSI Building Component Tempe. FL 33610 Safety Information available from burs Plate Institute. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314 Job Truss Truss Type Oty Ply WP0222 T13026361 WP0222 EJ7B Jack -Open 1 1 Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 7.0-0 3x6 = 1.5x8 STP= 0.130 s 5ep 15 2017 MI I eK Industries, Inc. I ue Jan 23 07:22:31 2W8 Pagel ID:4x1ZSy05pnperCOHML1OgIzP836-1 KdDloOZs5POLsSiBjcHKzSxRhl_sYx814kbtnzsYgc Scale = 1 19.8 7.0.0 Plate Offsets (X,Y)-- (1:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CST. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 1-3 >481 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 1-3 >436 180 BCLL 0.0 Rep Stress Incr YES WET 0.00 Horz(CT) -0.00 2 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 22 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5.8-6 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/slze) 1=244/0-8-0, 2=165/Mechanical, 3=79/Mechanical Max Horz 1=111(LC 12) Max Uplift 1=-53(LC 12). 2=-104(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) 0-4-0 to 6-4-0, Exterfor(2) 6-4-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 2=104. Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Vedry doslgn paremofors end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0.7473 rov. fa=015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is tamed only upon paiameters shown. and Is for an Individual building component. not a Truss system. Before use. The building designer must verify the aWicabalty of design paiarnelers and poperly Incorporate this design Into the overall building design. Biocitg Indicated Is to peveni buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for staMity and to pevent collapse with possUe personal Injury and popeny damage. For general guidance regarding The 6904 Parke East Blvd. fabricallon. storage. delivery, eiecllon and bracing of In155e5 and Tniss systems secANSI/iPI I Quality Criteria, DSB-a9 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablehomTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type City Ply WP0222 H1 Roof Special Girder 1 1b 130222T13026362 Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 IVII I eK Industries, Inc. I ue Jan 23 07:22:32 201 n rage 1 I D:4xiZSyO5pnperCOHM L 1 Og i zP836-VXAb W 8 RBdPXFy01 ukR7 W sB73P56i brblXjT8PEzsY9b 1.0.0 4-3-11 7-0.0 12-8-0 18.4.0 20.4-0 25-4-0 1.0.0 4.3.11 2.8.5 5-B-0 5.8-0 2-0 0 5-0-0 Jx4 — LOADING (psi) 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 4x6 = 5x8 = 5x6 = 4 16 17 5 18 19 6 4x12 = 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 3x8 = 3x4 = 2x4 II 6x8 = 2x4 II Scale = 1:45.0 9va II 3x4 = CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TC 0.97 Vert(LL) 0.08 12-14 >999 240 MT20 244/190 BC 0.70 Vert(CT) 0.1812-14 >999 180 W B 0.68 Horz(CT) 0.05 11 n/a n/a Matrix-SH Weight: 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpi 5-11 REACTIONS. (Ib/size) 9=-153/0-8-0, 2=1118/0-8-0, 11=2708/0-8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182l730, 3-4=-2027, 706, 4-5=-1869/670, 5-6=-312/919, 6-7=-338/983 BOT CHORD 2-15=-682/1938, 14-15=-682/1938, 12-14=-518/1450, 11-12=-518/1450, 10-11=-788/274, 9-10=-785/275 WEBS 4-14=0/421, 5-14=-184/491, 5-12=0/501, 5-11=-2653/928, 6-11=-815/412, 7-9_ 288/867 NOTES- 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.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; 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 psi 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 lit 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 joint(s) except Qt=lb) 9=273,2=379,11=940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 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 Ito up at 12-8.0, 105 lb down and 107 lb up at 14-3-4, and 105 lb down and 107 lb up at 16-3-4, and 200 lb down and 202 lb up at 18.4-0 on top chord, and 320lb down and 109 Ito up at 7-0-0, 81 Ito down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 12-8-0, 81 lb down at 14-3-4, and 81 lb down at 16.3.4, and 320 lb down and 109 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-8=-54, 2-9=-20 N I6 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rov. IN03Qa 15 BEFORE USE. Design vaild for use only with Mile!® connectors. M design Is txaed only upon parameters shown. and Is for an individual budding component, not a hurl system. Before use, the building designer must verity the aWicabalty of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to buucIding of Individual truss web and/or chord members only. Additional temporary and permanent bxacing MiTekrevent is always requlrod for stability and to Ixovent collapse with possble personal Inhny and Voperty damage. For general guidance regarding the 6904 Parke East Blvd. fabrk:allon, storage. delivery, erection and biacing of trusses and truss systems. see-ANSI/TPI I Quality Criteria, DSB-89 and BCSI building Component Tompa, FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0222 T13026362 WP0222 H1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSouree, Tampa, Plant City, Florida 33565 5.1 aU s oep 1 o ZUI I MI I eK inousmes, inc. rue den ea vi:ee.oe ev I o reye e I D:4xiZSy05pnperCOHM L 1 Og 1 zP836-VXAb W 8 RBd PXFy01 ukR7W sB?3P56ibrbIX1TBPEzsYgb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-153(F)6= 153(F)14— 320(F) 12=-58(F) 5=-105(F)11=-320(F)16— 105(F) 17=-105(F) 18=-105(F)19= 105(F)20=-58(F) 21=-58(F) 22=-58(F) 23=-58(F) WARNING - Vadfy desgn parnmefors end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7479 ray. rdDJ/1015 BEFORE USE. Design valid lot use only with Mllek®conneclors. B11s design Is tamed only upon parameters shown. and Is for an 6ndividual buUdkng componenl, not a iniss system. Before use. the building designer murst verity the apdicabillty of design parameters and property tflcoipoiate IhLs design Into the overall Bracing Indicated Is to buckling of Individual Inis web and/or chord members only. Additional temporary and permanent tracing 1 AMiTek* building design. prevent Is always reclu tied lot stability and to prevent collapse wllh possible personal Inpay and properly damage. For general guidance togarding the 6904 Parke East Blvdfabrication, storage. delivery. erection and bracing of fnisses and this systems, seeANSI/1PI I Quality Ctlterlo, DSB-89 and BCSI Building Component Tempo, FL 33610SafetyInformationavailablefromTrussPlateInslltuty, 218 N. Lee Slreel. Suite 312. Aiexarada. VA 22314. Job Truss Truss Type City Ply WP0222 HJ7 Diagonal rip Girder 5 1b P0222T13026363 Reference optional Builders FirstSource, Tampa, Plant City, Florida 33566 1-5-0 1-s-o i 8.13U s Sep 15 2U17 MI I ex industries, Inc. I ue Jan 23 07:22:33 2Oi a Page 1 ID:4xiZSyQ5pnperCOHMLI Og i zP836-zjkzjURgOif5aAc4l8elPOYNaUW 7KQIRINDhygzsY9a 7.0.8 9.10.1 7.0.8 2.9.9 2x4 = 2x4 = - 2x4 s Scale = 1:20.6 7.0-8 2.9.9 Plate Offsets (X,Y)-- 2:Edge,0-0-61 LOADING (psi) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.43 DEFL. Vert(LL) in 0.05 loc) 2-7 Vdefl 999 Ud 240 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Verl(CT) 0.11 2-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 39 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18). 2=445(LC 1), 5=400(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6=-696/272 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl 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) 4 except (jt=lb) 2=145, 5=154. 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, 68lb down and 85 lb 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 50lb down and 87lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down 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). 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 pb) Vert: 3=-75(F=-38, B= 38) 7=-36(F=-18, B=-18) 8=44(F=22, 8=22) Thomas A. Albani PE No.393E0 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vedly dosign parnmofors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1-7473 rov. 10)03/2015 BEFORE USE. Design valld lot use only with MI lek® connectors. This design Is lased only upon parametersshown. and Is lot an individual buadlrlg component. I1ot a irtm system. Before use, the bulking designer must verity the a[3AlcatAity of design parameters and lxoper'y Incerforato this design Into the over"' balding design. Bracing Indicafed is to rxevent buckling of Individual truss web and/or Chord members only. Ad"aonat temporary and permanent tracing MiTek is always regrtlred for stabllity and to rxevent collapse wllh possible person" "and property damage Fof general gUldance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and tracing of hoses and Miss systems. seeANSI/TPII Quality Criteria. DSa-89 and BCSI Building Component Tempo. FL 33610 SafetyInformationavailablefromtrussPlateInstitute. 218 N. Lee Street. Suite 312, Nexandria. VA 22314. 5 Job Truss Truss Type Ply WP0222T13026364 WP0222 V3 Valley , Fry 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 u.13u s isep i b 2u1 r MI I ex Industries, inc. rue uan 23 07:22:s4 zu 1 a rage i I D:4xiZSy05pnpc rCOH M L 1 Og 1 zPB36-Rvl MwgSS90nyCJBGsr9_xc4chuyE3vha_ 1 yF U6zsY9Z 3-2-8 _ 3-2.8 Scale = 1-9.5 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-P 2x4 II DEFL. in (loc) Vdefl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a rVa LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3-1-14, 3=85/3-1-14 Max Horz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 3-2-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vort/y Cosign pernmotors and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M0.7473 rov. 10=12016 BEFORE USE. Design valid for use only with Mllek®eonneclors INs design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use. Ihe- building deslgnor must verify the aplAcabalty of design pxnameters and iropetly Incorpoiato this design Into the overall priding design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWpreventof is always required for stability and to prevent collapse with possible personal Infury and property damage For general guidance regarding the 6904 Parke East Blvd. fabbalim storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Crilena, DS8-09 and SCSI Building Component Tampa, FL 33610SafetyInformationavaltablefromTrussPlateInstitute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0222 V5 Valley 1 1 0222T13026365 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.tsu s bep 1b 201 I MI t ex Industries, Inc. rue Jan zo 07:22:34 20I8 rage I D:4xiZSyO5pnperCOHM L 1 Og 1 zP836-Rvl MwgSS90nyCJ BGsr9_xc4 W 5uvd3vha_ 1 yF U6zsY9Z 5-2.8 5-2-8 2x4 II 2x4 r 20 II Scale = 1:14 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rda BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 17 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purfins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=159/5-1-14, 3=159/5-1-14 Max HorZ 1=81(LC 9) Max Uplift 1=-44(LC 12), 3= 57(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1251261 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 1 = 0°6, joint 2 = 046, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 66U 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - verily daslpn paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev. laU3/2015 BEFORE USE. Design valid for use only with MITek® connectors. INs design Is based only upon parameters shown. and Is for an Individual building component. not a frus system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overdl Ixradng design. Bracing Indicated Is to prevent buckling of Individual Inrss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabllily and to prevent collapse with possible personal "and property damage. For general guidance regarding the fabrkalion, storage. delivery. erection and Lxaclng of trusses and bus systems, saoANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallat)le from truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tempo. FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' For 4 x 2 orientation, locate plates 0-'nb' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only, Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties 5. Cut members to bear fightiy against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 0 6EARW6 HEIGHT 56HEPULE 44-8-0 m m 1 m m j ZZL m 1 106 7 log m cpmm cpm-- CD— c 7 104 10 A ITT cp mI I I i 12 m m m ti I I I H I I I I I I I II A II I u II II n i u I n I I I li 19 4 0 1-4-0 18-0-0 44-8-0 m m m 10 0 NOTE5: L) REFER TO HID 91 (RELOAAIEM1IDATION5 FOR RANOLI% INSTALLATION AND TEMPORARY 5RACUd6 ) REFER TO ENGMERED DRAWIN66 FOR PERMANENT BRALINY, REQUIRED. 2.) ALL TRU55E5 (INCLUDIN6 TRUSSES UNDER VALLEY F2AMIN6) h4hT DE COLTLETELY DECKED OR REFER TO DETAIL VI5 FOR ALTERNATE BRACING REQUIREMENTS. 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY DUILDER. 4.) ALL TRUSSES ARE DE516NED FOR 2 o c. MAXIMUM 5PACIN6. UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD BEARING, UfSE% OTHERW15E NOTED. 6) 5Y42 TRUSSES MUST BE INSTALLED WITH THE TOP DEIN6 UP. 7.) ALL ROOF TRU% HANGE95 TO DE 51MP50N HTU26 LPLE55 OTHERWISE NOTED. ALL FLOOR TRU% HAN6ER5 TO BE 51MP50N THA422 UNLESS OTHERWISE NOTED D) DEAMNHEADER7LINTEL (FOR) TO DE FURNISHED BY DUILOER SHOP DRAWING APPROVAL THIS LAYOUT IS iFl SOLE SOURCE FOR FADRICATION OF TRUSSES AND VOID5 ALL PREVIAUS ARCHITECTUP.AL OR OTHER TRUSS LAYOUTS REVIEW AND APRROVAL OF TH15 LAYOUT N151 DE RECEIVED WORE ANY TRUSSES WILL DE DOLT. VERIFY ALL CONDITION5 TO INSURE A&MT UN495 THAT WILL RESULT P! EXTRA CHA96E5 TO YOU lq.mel D b., DO u Alf-J Or D" Builders FirstSource Orlando PHONE: 407-851-2100 FAX: 407-851-7111 Plant City PHONE. 813-759-5951 FAX 813-752-1532 INUILDE9. Ashton Woods I. 1981 Ophelia T N NDDHSS. WP0222 WY N. 10/19/17 Josh e Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form iLo/tic 1 8- 1 4 0 3 (SANFORD 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.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging 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 N Category / Subcategory Manufacturer Product Description "'"" Florida Approval # includin decimal 3. Panel Walls Siding 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 ments 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 Category / Subcategory Manufacturer Product Descri lion Florida Approval # iriclude 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-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online statsBCISHomeLogIn1UserRegistration1HotTopicsSubmitSurcharge & Facts Publications FBC Staff BCIS Site Map Links Sear• dbr7 F ;; Product ApprovalYtUSER: Public Userp Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL15036-R2 Revision t 2017 Approved O Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received i 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. i G Validation Checklist - Hardcopy Received 1 Certificate of Independence FL15036 R2 COI (b) Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard t Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 I 2004 ASTM E84 I 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv fb) Eauivalencv of Standards.odf Sections from the Code https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 ummary of Products FL # Model, Number or Name 15036.1 a. 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 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. 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 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. 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 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. 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 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. 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 15036.5 for Design Pressure Ratings, any 15036.6 1 f. 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 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. _ _ _ _ _ _ _ _ _ _ _ Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 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 fa) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes https://www. 1/2/2018 15036.7 lassicCraft Fiberglass Doorr9c 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.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 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 15036.8.12df 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.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "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 15036.9.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 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 H (a) Inst 15036.10.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 15036.10 for Design Pressure Ratings, any FL15036 R2 AE fat Eval 15036.30.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 dick here_. Product Approval Accepts: E IMa Fq_, 0 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.0 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 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. 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-15036.6 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-15036.6 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-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 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring 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. Sioned & Sealed by Lyndon F. Schmidt, P.E Q',lliII110 l0ot11'r Signed & Sealed by oa `• c_.Ci.l11j 1,P,, 1*0 Lyndon F. Schmidt, P.E. GENg• % o0 No 43409 STATE OF r • [/ O poi C * O F 1•;J • ?` `e° Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 THERMAITRU' 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 •HVHr 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'HVHr requiring wind tome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S 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 drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item H39 under active doors meet water infiltration requirements for'HVHr. 8. Inswing configurations and outswing configurations using sill items t131 & #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 an overhang or canopy such that the angle between the edge of canopy or overhang to sill a less than 45 degrees. TABLE OF CONTENTS SHEET t 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 Bll of Materials 3 Components 37.Y MAX. OVERALL WIDTH z 3 Z O m Ow LLJ w = OLUP OVERALL£.' DESIGN PRESSURE POSLTIVk: .NEGATIVE, DIMENSION INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 N LL i N Ir: J o4 8N.: 9 a O ZSip9moamSpima4 4 ` E v° _ d W UO K W i O S z W rEn oz 3LnQu J ?U CO W i1 W N WIxV m W OI W a a a 2 swc: N.7.5. mvc. rn: JK cm. cr: LFS FL-15036.6 a 1 or 7 EXTERIOR 46 Ig 7j//1111 111 ```` o n co z U NiLlL •: 2 Z 0 z 0 INTERIOR 46 $ 9 Q o a maaCD m 4 1 HORIZONTAL CROSS SECTION Z a € o [ 36.('MAX. L O 3a v , DOOR PANEL WIDTH r wco EXTERIOR INTERIOR W z aW rr ti N O O S . Xr ).j C) O c L m I I 0 c Ca Q. E Z bD li J Y0am 2 0: O 6 o e T T v . p 2 4Y i0P RAIL LaiCH m1E , . o 0 V N N v Tn N clf V h W W O n P 41 ` i itGn b W O O 1.4r o 0 DOOR PANEL n 10 Cbsslc Olz NOTE: WOOD DOOR COMPONENTS: OAK (SG >-0.67) 0Z Z DATE-- 02124112 1 o HINGE S1IlF 45 BOTfOM RAIL 2 VERTICAL CROSS SECTION ' N.T.S. 13 W 2 DwG. rr: JK (02cHICBY. LFS 3 E DPpWING NO.: N FL-15036.6 0 V sNerr _L 0< 7 0 J it S 1 2 1.1/4'MIN. : .ci 4 4 EMB. PYP.) %C: Av g A% n C A =U • * $i2 4 20 v. ' N': zo a:' 0- 00u n v /1111 11 - U N -: z 8 F a i ozo s8 9m0WAO7 ` N c u$ p oa 21 INTERIOR \\ V\ fc ' "i m' . a., m 4 O O . 1 2 U 3a 3 3 •. o o z 17 0 0 EXTERIOR 10 H z W 10 9 WU O E w in xo d 3 HORIZONTAL CROSS SECTION m o 1-1/'MIN. 913Shownw/IX sub -buck I-1/4'MIN. o EMB. (TYP.) 4 4 4 EMB. ITYP.) aD D 8 o.ts o.Is C CSINK C'SINK — { m L pp.) ITrP.I L m CD 20 20 0 0 N N g n o z 8 W W O 40 7 F In 7 INTERIOR INTERIOR o o 1v as W O O EXTERIOR EXTERIOR 10 K 1-0 10 am 02 24112 L 27 40 9 8 SCAB N.T.S. p C E owc W JK E CHK. rn LFS E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ORAw G NO.: 3 Outswing shown - inswing 3 Outsw ng shown -Inswing FL-15036.E h. approved also approved SHED -L or 7 0 I- I !QF U N a Z a A' N ri 111 UN•: a EzmZv O a N[N gpoa a rl DmiltT aZ } CL: C a LL a E oz A C f rW aL m j EXTERIOR INTERIOR EXTERIOR INTEROOI 1 VERTICAL CROSS SECTION Q Outswing shwon - inswing also approved see general notes, sheet 1 for " HVHZ' Water Infiltration EXTERIOR ... INTERIOR 2VERTICAL CROSS SECTION Shown w/l X sub -buck 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration see general notes, sheet 1 see general notes, sheet 1 fa ' 14VHPwater infiltration for "HvHZ'water Infiltration requirements requirements Q: z o 0 KFO UQV J cs V) m < Ir M 0 e02/ 24/12 LE: N. T.S. BY: JK C. er: LFS IMMG NO.. FL-15036. 6 rr _L OF 7 Iqr S. D MASONRY TYP. HEAD OPENING 3 JAMBS L 2X BUCK — o: O W BUCK ANCHORING STRIKE JAMS For DP <= 48 PSF MASONRY OPENING FRAME 2X BUCK L TYP. HEAD — 3 JAMBS 2 3 D MASONRY J TYP, HEAD 3 OPENING 3 JAMBS N 3 2X BUCK I FRAME ANCHORING HINGE JAM8 Mason 2X buck constructionTorDP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers 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 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 .: 1/4" EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR I o. 1.1/4" 2' 4" TAPCON ELCO o 1/4" 1.1/1" 1" 4" ULTRACON I. Maintain a min4num 5/8• edge distance. 1' end distance, d I• o.c. spocirp of woad screws to prevent the spliffing of wood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF tlr• IcS ,1i n W. 3 g aC, 4............ i y r C - , y.` inI m O o 111 11 U N .. Z Z z a E mm o a g W0. 5 MASONRY OPENING TYP. HEAD S JAMBS - 4 i c Z wc NZNp FRAME U 0 a: XzOFE0ZU in 0 2X BUCK F Ln O yYUUO w F mm LATCH i DEAD80LT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and OP <= 75PSF HINGE DETAIL a. N. T. S. sr. JK er: LFS UYWC Na: FL-15036.6 rr 5 Or 7 z i f E IE 0 MASONRY _ TYP. HEAD OPENING 3 JAMBS FRAME J I BUCK p — 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 mointain the mh edge alliance to mortarjolnts. 2 Concrete anchor locations noted as 'MAX. ON CENTER must be adjusted to mointaln the min. edge distance to mortarjdnts, additional concrete anchors may be required to ensure the WAX. ON CENTER" d1merulon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDM&T TOMASONRY TOADJACENT ANCHOR -- EDGE"- 1TW 1/4' 1.1/4' Y P TA CON IT 3/14- 1.1/4" r 1.1/r TAIC ON• I nuwa.r<cn inarnu".u n!: I. Maintain a minimum 9 edge distance. )"end distance. d I"o.c. spacing of wood screws to pwenf the spatting of wood. 2 L= C; 1 1 HINGE JAMB MASONRY TYP. HEAD OPENING & JAMBS FRAME — — u O 1 X BUCK F TYP. SILL — FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP<=1.PS` LATCH A DEADROLT DETAIL HINGE DETAIL N.j ailb;Z—gyp az Q': 0, om i Y'• GJ` of n m iOrojuN •• 4L O J V e zo~ 5T d E oz Y 7 Z m zo o U i iz OjoCSU C W 2K W jl o Q o sr N T.S. By JK c rn. LFS 4WWr. NO FL-15036.6 ET 6 or 7 OA wa nAvYSo:J n z° 4'ip oa I YY1111 11 o n z i. Ea om 19 yD HEADS SIDE " R 6 "j m a a` Jamb n 0 E `o z is 1-- 2.20 i 43 I I' I ww 3 m CL 1 SUMP FACE THRESHOLD LOW P OFILE W yu o v m < J . G- mo 0 s 5.75 m L 4m 1 T N N I} DOOR SKIN: .1 25"MIN. z J3 SELF ADJUSTING SADDLE THREHOLD W W o mE 00 W W 4.56' as 2.36' n o w i o S F o N ^ O o L Z a¢: 02 24 12 i Sour: N. T. S. 39 HIGH WATER DAM THRESHOLD ° MG BY: JK m CHX. V: LFS ; ORAMINC NO FL- 15036.6 e SKM ] OF 0 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. I /4"SHIM SPACE WOOD 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' RVJ CONCRETE SCREW STEEL G 3l16" X 3-I/4"PFH RW CONCRETE SCREW STEEL H 1 /4" x 3-1/4" PFH ffW 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 N 10 X 7' PFH WOOD SCREW STEEL L N8 X 2-1 /7' PFH WOOD SCREW I.15" MIN. EMBEDMENT] STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 q 10 X 3/4"PFH WOOD SCREW WHINGE TO FRAME) 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 KWIKSETDEADBOLT- SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 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 F(MIN.) ER 6,000 PSI THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. z- LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. 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 Phonc 813.659.9197 Florida Board of Professional Engineers Certificaie of Autliorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door 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 TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 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 Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. 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. tp;L:[ FYePj P Signed & Sealed by Lyndon F. Schmidt, E E ` 1; A o Signed & Sealed byfS ooLyndon F. Schmidt, P.E. No 43409 M. x • d 4 q - STATE OF Lyndon F. Schmidt, P.E. Ltje o FL PE No. 43409 io - ct O R , 10/16/2017 O da/gy,tat` THERMANTRU° 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 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 be 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 with FBC Sections 1609.1.2 d 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 sU item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items 931 3 #33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shall be Installed (in the "HVHZI only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edae of canoov or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures 6 general notes 2 Door panel details 3 Sidelite panel detals b Glazing detall 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 B71 of Materials S Components vd 53.13-MAX. OVERALL WIDTH 7 Ozz 3 3 z o m U, P lit O 2 iS•p iy n z' S4:0 omY'• r GJ c o' ^ lrr 4K 11 O g m Z U N •; n i -02 m o tQi ggE `o Y 9 `o a N J Q L maa C g EEZ SWING - OVERALL FRAME-;- DIMENSION DESIGN PRESSURE (PSI) _ WITHOUTSURFACE _ BOLTS - WITH SURFACE_ - BOLTS POSRTVE 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 55 `, n w i Z c DATE 02 24112 i scuL N. wo B*' JK ¢ aa. ar. LFS 3 oiuwwc r+o.. ° F'L-15036.7 " c SmEET _L or 9 " a z i 2 E O 46 - - - _'' • aCci n EXTERIOR 42 d) z 411. Q 0 m iGj =fin En po0N Z Y z Z c{iEmo INTERIOR ' m a ` O IT V 4 0 1 HORIZONTAL CROSS SECTION o EE O Z 36.0• MAX. 2 O S 3a DOOR PANEL WIDTH 2 NJ o_ a 20 00 693 m Wz EXTERIOR INTERIOR W W a 30 I. t t -{ m 7 0 o o 0 ILL•'—JI M121, m 8 e e U U O mm O 2 IZ i0P RAIL LATCH STILE - o 0 N N tfnV NZ Ln p W W O W W 10 DOOR PANEL L i = C aospc uan e . p p - 0 j A NOTE. WOOD DOOR COMPONENZ: OAK ISG>=0.67) :.i?:. O 04$ ' z u G.tc 02 24 12 i scar- N.7.S. u HINGE STIIF IS 60Ti0M RAIL K2-' VERTICAL CROSS SECTION GMG. 6Y: dK 0 2 aac. BY. LFS ? OPAM1NG NO.: FL-75036.7 0 SNCEf 2 Of 9 N O 13.7 PANT 7. DA 50 SIDELlTEPANEL NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG >-0.421 NOTE: 1 Spacing for item 1t 18 L 829 (life frame screws) is as follows: From the bottom up on sides: 6.5", with 7) more spaced at 9.W' o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR ivl) 1.087 i F--1.53" I S I SIDELTTE TOP LL ILTM. Ral S' GLASS BITE GT GLAZING DETAIL S hruuloted glass w/ Pvc its home 1/T MIN. GLASS THK. TEMPERED GLASS AIR SPACE I/8" TEMPERED GLASS EXTERIOR t Qom. n N; oZ iJO dmW' C, i o; n f n O 51 a o u 9m0CWsgL n Maa 1l V og 4 O E c° J QJ 0000 JO I_Vf T U m az U CO Z! O Vf INTERIOR 0 cca a 2 VERTICAL CROSS SECTION 3 sue• N T.S DWG. ar. JK CKK n LFS DRAMNG NO: FL-15036.7 s¢n _L or 9 SEE NOTE 1 INTERIOR J 4 21 EXTERIOR 1 4 e I 0.IS I — C'SINK TYP-) g C 1-I/4'MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.)] q shown -Inswing also aalsoapprovwinnedoved 5 6 INTERIOR NOTE. 20 0.15" I. The sidelde is direct set Into the 1-- C'SINK jamb with (12) item kM (88 X 7' TYP.) PFH wood screw). There are (4) of each vertical jamb from the top down of 13.5". 31", 48.5" 3 66". SEE NOTE I SEE NOTE I EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR 30ILI a EXTERIOR 10401 961 5 HORIZONTAL CROSS SECTION A r 4 Shown w/1Xsub-buck EXTERIOR 0. 15" C' SINK n' P.j INTERIOR \-/ `" 4 HORIZONTAL CROSS SECTION Q Inswing configurafion INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION q Outswtng shown - Inswing ON approved W. 7 i N h 111* j 111 O m i Un •• y Z. E U m o tQi a d a vl f7 G m m d a I c EoZCC\ Cti 1 a cc o Ln zIN ZV 01, QWV J I ON W N 20 ii U U K o1- 1/4-MIN. EMB. ( TYP.) 0 a a E 02/24/12 U. N.T. S Err JK c BY LFS MWC NO: FL- 15036.7 a 4 or 9 d N V p F. O_S INTERIOR om SC.,. N.T.S. owc BY. JK Dm. Yr: LFS mawwo NO, FL— 15036.7 swecr 5 or 9 u_ 50 M SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Ouhwing shown . inswing also approved INTERIOR EXTERIOR SEE NOTE I I M K rwri. 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I l M INTFRIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck z um 10. I Z0n Z IDvo amuE`, mdaa m 4 0 OZ 41Sd NOTE: 1. Anchors assy thru head and Sill at 4" In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration aTE:02124112 1z SC.,. N T S. owc Fn: JK m otK BY. LFS ; DPA-WC No.: a FL-15036.7 0 SHEET 6 or G z MASONRY J H- TYP. HEAD OPENING 3 JAMBS MULLION SHOWN FOR REFERENCE 2X BUCKS_ ONLY SUCKANCHORING O L N CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. r 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 fable: STRIKE JAMB ANCHOR MIN.- . - . MIN. CLEARANCE-, MIN. CLEARANCE ANCHOR TYPE SIZE EMBEDMENT TO MASONRY TO'ADJACENT EDGE. ANCHOR ITW o 1/4" 1.1/4" 2" 4" TAPCON ELCO 0 1/4" 1-1/4" 1" 4" ULTRACON ITW 0 3/16" 1.1/4" 3" 1.1/2" TAP ON WVVU 3i.1Kcry IMPALL^11W I LVIw. 1. Maintain a minimum 5/8-edge distance, I"end distance. d I"o.c. spacing of wood screws to prevent the splitting of wood. 3" - I ` MASONRY 1y OPENING LATCH t DEADROLT DETAIL FRAME 2X BUCKS I SEEE DETAIL 1 V TYP. HEAD S JAMBS O TYP. POTYP. U TI I SEE DETAIL 2 FRAME ANCHORING HINGE JAMB Masonry 2X buck corutructlon L 63 OUTSWING 64 INSWING 63 DETAIL 1 DETAIL I Attach surface bolt Attach Surface bolt stoke plate to frame strike plate to frame DUTSWING as shown (Outswing) as shown (Inswing) INSWING 65 66 64 63 W63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stoke plate at the threshold strike plate at the threshold Outswing) (Iing) a: v i# V Z O m G r• 1111 on .•_ u$ 56 o a N i m a a 4 0 CZ NE I.i Ti d HINGE DETAIL SCALE: N.T.S. Mr. BY JK CHX. er. LFS GMwING No.: FL-15036.7 sI¢a 7 or 9 3' — q• q. _ to SEE DETAIL 1 — J TYP. HEAD 3 — MASONRY JAMBS OPENING TYP. — i FRAME Ij O IV T 1 X BUCK 3 TYP. N ( SILL J • - JJ I y SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjolnts. 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.. SITE,; EMBEDMENT TO MASONRY.` TO ADJACENT . EDGE ANCHOR ITW YTAPCON fiYJ TAPCON 3' WOOD SCREW INSTALLATION NOTES' 1. Maintain a minimum S/i• edge distance. )'end distance. d 1' o.c spacing of wood screws to prevent the splitting of wood. L I HINGE JAMB 17 to r IM OUTSWING: n m INSWING i 41' O om y g n Pi fill it, z M OUTSWING D a 0, Z{ INSWING g c° 9 m g W V ' gdramdaT B4 0Eoz LATCH L DEADIOLiDETAII ga O c 3d U 2 cc m0 10 iiamJXzCSm =U FZ-W 1n 3`C O mO i a 67 63 m N N V, 133 64 W W o 0 DETAIL I DETAIL I o o D: Attach surface bolt Attach surface bolt strike plate to frame strike plate to frame as shown (Outswing) as shown (Inswing) 88 j 65 66 w o N Z L 63 DATE 02124172 § Ste• N.T.S. ` 63 Dwr. BY. JK a DETAIL 2 DETAIL 2 oa. BY. LFS 3 Attach surface bolt Attach surface boll ORAWM No.: strike plate at the threshold strike plate at the threshold n Outswing) (Inswing) FL-15036.7 r: SHEET 8 Or 9 nD HINGE DETAIL BILL OF MATERIALS REM DESCRIPTION MATERIAL REM 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 SI N i 41.0 Y'• ;' 0 D a nz I.1 I ` O M m z UN •• a ozinZU xn mdam 4 P a `o z O O C !n n 1W St ¢moo 2 W u— m u ` mo V CO a E 12 y4y1 o m z nm 4 V N N I-- I.10" e h 2,36" i T I W w HEAD t SIDE 4.6T a- 0. a 19 20 Jamb 31 BUMP FACE THRESHOLD LOW /ROfIIE _ 8 16 OUTSWING SIDELTE n it Spacer I ------- 9 1.56" 2.57 --{ 2.1 S a o I.68" I F 2.14' 1.68" 11] 5.75 2.36" 1.6Y N - o 0 C Z U Z I r L L ` 02 z4 1zOZiarz: Sauc N.T.S. d L OS3" --i I--- r I i .53 r owc a .. JK 1 I cam. err. LFS ; INSWING SIDELITE 39 HIG WATE DAM THRESHOLD 23 PLASTIC UP LITE FRAME IS Spacer t6 IACSIIC UP WE FRAME I" J3 SELF ADJUSTING SADDLE THREHOLD oa r wo No. N SMC FL-15036.7 a SHErt 9 a 9 G LFZ I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valnco. FL 33595 Pllone 813.659.9197 Florida Board of Professional Engineers Certificate of Audlorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door cal 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-15036.8 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. 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 TEL 06-1031-4 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 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. 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. 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. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) y`;Lyndon F. Schmidt, P.E. 3. Calculations Prepared by t tps: o`' `Y • J, ; P,y Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o' '.•` t; ! S; • tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o' op 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemel t ?. Institute, certifying that Therma Tru Corporation is manufacturing products CY- a within a quality assurance program that complies with ISO/IEC 17020 and ST:;T i_ OF Y: Lyndon F. Schmidt, P.E. FL PE No. 43409 Guide 53. f to `. ,a 10/16/2017 Sheet 1 of 1 C •• n ...•• '' 0 FdLGateE`•IE THERMANTRU' DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. 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 with FBC Sections 1609.1.2 S 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 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 b #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHTI only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoov or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations. design pressures 3 general notes 2 Door panel details 3 Sideite panel details S Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Materials d Components 68.5' MAX. OVERALL WIDTH Z z Z 3 ; z O m O x ox WS FaW ly K w g o a ELI SWING OVERALL - FRAME DIMENSION. DESIGN PRESSURE-(PSF) WIWOUTSURFACE - 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 e 02/24/12 E N.T.S. BY.. JK BY: LFS ANG NO.. FL-15036.8 n 1 OF 9 PN i i EXTERIOR 42 % N zfAAIY'• 6j . : a n On z 4 = 0 = UnC INTERIOR 46 N F $ 9 a 00 a m0.a J 4 0 2 HORIZONTAL CROSS SECTION S = 36.0' MAX. a DOOR PANEL WIDTH 2 Ja 0 I N >J W EXTERIOR INTERIOR z w O o w 0. m Z 0 6 L o e T Loll v O 2 12 iOP RAIL UI'CH STIIF o 0 N N Ln h0 W W O oo 1.49' 0 3 40 DOOR PANEL L - v e Classic CfOii _ e Q F NOTE: WOOD DOOR COMPONENTS: OAK (SG >• 0.67) oo; LI LJ LI o zit ; 4$ N z a DAM 02/24/12 z uxa. N T S. ool HINGE SnIF S eoitoM RAn 2 VERTICAL CROSS SECTION MG. BY. X m 2 CHK. By. LFS ; DRAWING NO.. N FL-15036.8 a SHEP7 _L OF 9 N 0 jK to 46 EXTERIOR ci Q d dm 52 13.75' MAX. i/ * 2jrr It ss i o m o PANEL WIDTH 52 51 c 7.12'MAX. D.L.O. WIDTH p INTERIOR 29 SEE NOTE 1 R' o Z c{i uY o a Nn a 4 t m maa4 18 4 z 1 HORIZONTAL CROSS SECTION a w g 8 Sri 26 23 S G1P55 s GLASS 3 J BITE BITE R 23 25 s I/2" MIN. GLASS THK. 26 25 I/2" MIN. GLASS THK. 0 I r^ 0 oW aEXTERIORiEXTERIORW a O 25 I /8" r I /8" W c 3 TEMPERED TEMPERED w GLASS GLASS EXTERIOR INTERIOR g a O a a E b AIR SPACE AIR SPACE I,^E2 m a INTERIOR 24 TEMPERED 24 INTERIOR TEMPERED GLASS 25 GLASS 25 29 18 GLAZING DETAIL G I GLAZING DETAIL G I w/ 18 29 W W z S insulated gloss w/ smc fife forme 5lnsulated gloss pvc life frame SEEN TE I en 2 41 a g 50 SIDEIlfE PANEL I I I Lo NOTE WOOD SIDELITE COMPONENTS: PINE (SG >=0.421 DATE 02124112ZNOTE:F-1.53 -- I a 1. Spacing for Item 818 d #29 (life frame screws) is sunL NJ S. as follows: From the bottom up on sides; 6.5", with SIDEL71 TOP A BTM. S2 SIDEIlTE ST1LE owc : JK 2 (7) more spaced at 9.88" o.c. there are (2) screws 51 Ral 2 VERTICAL CROSS SECTION a«. BY LFSbothtopandbottom2.13" in from each corner 3 DR--WG NO.. E FL-15036.8 sHEET 3 or 9 p SEE NOTE 1 NI 14 50 11 INTERIOR a L EXTERIOR 20 0 II 0.15" CSINK UP.) B C 1.1/1" MIN. 1 HORIZONTAL CROSS SEfT10NFEMB. (TYP.) 5 4 Outsvring shown - inswing also approved 0.1 S' F-- CSINK n'P•) INTERIOR S SEE NOTE 1 r NI 40 EXTERIOR 27 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION q Outswing configuration 4 Outswing configuration TE I SEE NOTi 1-IIA" MIN INTERIOR n EXTERIOR JI<-II / o , HORIZONTAL CROSS SECTION 4 Shown w/IXsub-buck NOTE: I The sidelite is direct set into the lamb with (12) item 0M (N8 X Z' PFH wood screw). There are (I) at each vertical lamb from the top down of 13.5", 31", 48.5'. 3 66". 0.15" CSINK TYP.) XTERIOR Q' m o n 4 N i oQip m d C. On z UN•• a V o Z { E o z m U un v' N and E 7 a ca v mo:a m o 0 [_ E o I vCW 0 311: rr o LnZ 10av¢ ZU OL, WWo Jm N N Q: w 0 20 m u U 7 z a 00 a SEE NOTE I JTERIOR 10r—( l 12 14 U • N r sSCAL . SDWG. 9to cHk. er: LFS r4 * HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 0MN1NG NO.. q Inswing configuration 4 Inswing configuration FL-15036 8 SHEET 4 or 9 a is. sheet I intltration 62 JINTERII 2 VERTICAL CROSS SECTION Shown w/IXsub-buck requ'uements LE: N.T.S. BY: JK BY. LFS ; Me NO' R N FL-15036.8 0 ET 5 or 9 Q r= SEE NOTE 1 U INTERIOR - `yj" EXTERIO eVERTICAL CROSS SECTION 6 Outsw ng shown - inswing atso approved EXTERIOR SEE NOTE 1 <M INTERIOR EXTERIOR SEE NOTE 1 M 50 _ y to z I is 3 19 N w E , d d 3 VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing confgurafion 1 SEE NOTE I INTERIOR Wzd EXTERIOR g O O&• J 1J '' N•'•. QJ Y in n 11, 1 Ptu ON %%, in . i o n,0 z U N •• m o Z UgXm0 N( tp o uN n 5 i m Y m 0. 0. 4 V 14 0 o E o Z C\ 2 VERTICAL CROSS SECTION z `n 0 6 Shown w/IX sub -buck o ,— r u z5 NOTE: Wat v+ o 1. Anchors Oss'y thru heod and Sill Of 4" in from each corner end. UI ma:o U 0 a 4 VERTICAL CROSS SECTION 6 Inswing configuration I DATE 02 24112 scut N T S. owo BY: JK CHX. cr. LFS ORAWNG NO.: FL-15036.8 SHUT -jL or 9 4" r D I I III I I I I %Ns, i SEE DETAIL 1co to g h P'P N n TYP. HEAD d _ y rrrrr 1 tss ` N °0 z MASONRY JAMBS g ° . z' 1MASONOPENING ` E o z m u OPENING$ \ v c g 9 0 o at [ W l n 7 a. r mda C 4 0 L FRAME M TYP. a o a o° Z 3a 2X BUCK--,,o — t U No U Z UO2XBUCK — F — o TYP. p o $ zo SILL 1 J yU } N iz W N o t rtr u a YUSEEDETAIL2o mm a a BUCKANCHORING STRIKE JAMB FRAMEANCHORING HINGE JAMB - - } Masonry 2X buck construction m L 63 00 N N o LnZ W W O CONCRETE ANCHOR NOTES: 28 G 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 64 ,n v , edge distance to mortarjoints. M OUTSWING 63 22 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to L INSWING DETAIL I DETAIL 1 9 maintain the min. edge distance to mortarjoints, additional concrete anchors Attach surface bolt Attach surface bolt 12 98mayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. strike plate to frame strike plate to frame 1 IL 3. Concrete anchor table: as shown (Outswing) as shown (Inswing) - a 65 66 10 e . a D jH ourswlNG 64 o- a INSWING _ _ Z/ L N Z U n+Tc:02 24 12 = 63 swc: N.T.S. LATCH i DEADBOLT DETAIL HINGE DETAIL 563owcBY. JK m DETAIL 2 DETAIL 2 cwr. er. LFS 3 WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bolt oruru+o N°: < strike pate at the threshold stoke plate at the Threshold FL-15036.81. Maintain a minimum 5/8' edge distance, I"end distance, d 1"o.c. spacing of (putswing) (Inswing) ° wood screws to prevent the splitting of wood. " s rrr 7 or 9 0 s ANCHOR: MASONRY ANCHOR MIN..' '.. MIN: CLEARANCE. MIN. CLEARANCE TYPE SIIE EMBEDMENT TOMASONRY EDGE 1` O ADJACENT ANCHOR .. trw t/ a• t•t/a- r a" TAPCON ELCO c 1/a" 1.1/a" 1" 4" ULTRACON ITW ra 3/16" 1.1/a" 3" 1.1/2" TAPCON T— lr MASONRY OPENING FRAME 1 X BUCK l SEE DETAIL 1 J TYP. HEAD & JAMBS M )TYP. F TYP SILL I I I I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modarjoints. 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' dimensions are not exceeded. 3. Concrete anchor table: ANCHO_ R ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE '- SIZE EMBEDMENT TOMASONRY--- TOADJACENT EDGE ANCHOR - ITW 1/4" 1.1/4- r 4" TAPCON• ITW TAPCONO 3/1V 1.1/4- 3- 1.1/r nwu ai.Frn main 1. Maintain a minimum 5/8" edge distance. 1' end distance, d I"o.c. spaUng of wood screws to prevent the splitting of wood. F HINGE JAMB LATCH i DEADBOLT DETAIL DETAIL 1 Attach surloce bolt strike plate to frame as shown (Outswing) 65 66 63 DETAIL 2 Attach surface boll strike plate at the threshold Outswing) AIRGEDETAIL 63 64 DETAIL i Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface twit strike plate at the threshold Inswing) x e 0 c:02124/12 kM N.T.S. BY. JK er: LFS WWG r+o.: FL-15036.8 Tr 8 OF 9 BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP 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 /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 ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-lO X l-I /7' 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 RW 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 /7' PFH WOOD SCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-3/4"PFH RW CONCRETE SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA•TRU WITH YIELD STRENGTH Fy (MIN. = 6.000 PSI FIBERGLASS 1 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 (1.9 Ibs. DENSITY) POLYURETHANE 1' L. X .04(Y'DIA. BRAD TRIM NAIL STEEL 50 SIDELRE PANEL - SEE SIDELf1E PANEL DETAILS SHEET FOR DETAILSINSWINGSIDELRESPACERPVC51SIDELRETOP3BOTTOMRAILCOMP. OUTSWING SIDEUTE SPACER PVC 52 SIDELRE STILE WOODL14KWIKSETPASSAGELOCK -SIGNATURE SERIES STEEL 60 I/2" SURFACE BOLT SPACER STEEL 6-18 X 1-3/4"PFH SCREW STEEL bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL HEADER JAMB PINE SG >= 0.42 WOOD 62 I/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 1/8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4" PFH RW CONCRETE SCREW STEEL 4.56' 66 3/16" X 2-3/4"PFH IT1N CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH R1N CONCRETE SCREW STEEL MATERIAL dU)7j u* :0_ m z dm P „ yy.. J > 0 T \\ z O m G 1111111 Z onn..z t g V ozizmugco _9 cw N [ °• d oafOA ] t m rria • mdaa 4 E. O o° O W ( p 3d v J rx U) Qo Rn St o m _ Jm o V 3(PINE) a a E ym z u u x r-- - = v N N N G 2.20' I w0 0 st ry 2.12 r I r o o rr o F-- 2.36" —I T T w ki a 19 20 Hamb Al SIDE Fes— 4'63" -1 o j Q. g' L6 OUISWING SIDEIJTE JL iUMP FACE THRESHOLD LOW IROf1LE _^ 4.56" 2-57- Spacer w 0 211 —•{ m ~ Q s 2.36' 2.14" h--1.68" II - o S 5.75" -{ i T F 6Y— I ^'z a\TE.02124112 f o L ! :w SC-: N.T.S. W ° 0'xc BY. JK 0 53 -- i I- r J -- I I-- -"r cwc m. LFS DPAVAII NO, r HIGH WATER DAM THRESHOLD /LAS11C V/ llTE FRAME 1 INSWING SIDEIRE PLASTIC LII lRE FRAME FL 1J923SMC15Spacer1dpyCLnJJSELFADJUSTINGSADDIF1HREHOIDFL-15036.8 Y SHEET J OF 9 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 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. 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-15036.9 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 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 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) Testinq 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. Sioned & Sealed by Lyndon F. Schmidt, P.E Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 'yrib?r ^CGfOLgpO Lyndon F. Schmidt, P.E. Quality Assurance coy •- "c•j. :;f` d°`' m 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 zt •' with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. r "J FL PE No. 43409 F.1;./:( Cl ti; C,• .A 10116/2017 Sheet 1 of 1 ,, . r;-•<g THERMANTRU DOO Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" GENERAL NOTES I . This product has been evaluated and B 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 fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHr this product is required to be protected with an impact resstant 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 with FBC Sections 1609.1.2 i R301.2.1.2. S. 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 drawing require further engineering anotysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for'NVHZ'. 8. Inswing configurations and outswing configurations using sill Items #31 3 #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be Installed (in the "HVHZj 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 4 less than 45 degrees. TABLE OF COMENrs SHEET S DESCRIPTION I Typical elevations, design pressures 6 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - I X buck masonry construction g Astragal details 9 Bill of Materials 3 Components 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 MTc: 02124112 swc N.T.S. aK. n: LFS FL-15036.9 rr 1 or 9 0;1) EXTERIOR L h 44 /'/ ' '.•••• •• Rk— > m m till It0 m .. V Z 0 = U INTERIOR 46 c 8 u$ 9 m c a N/1 7 Cmc TO C 4 0 1 HORIZONTAL CROSS SECTION yoyE _ o° 36.0•MAX. b 3a DOOR N PANEL WIDTH 2 a R 2 0o 0 T- I IA f W EXTERIOR INTERIOR w s a6IW 4.11' EC. 7 0 p O Lr- I.48'—I T 0I o e r o o e TI 2 4t roP RAn 43 IAiCH mIE V N N V W V vi O p z n P WW O 4T e 0 b I •_ ,' W c I.4T DOOR PANEL L I Classk aaR w z C` c 45NOTE: WOOD DOOR COMPONENTS: OAK (SG >=0.671 o. ] o ° u aTE' 02124112 = W HINGE STILE 4S LOTTOMRAIL SCALE- N.T.S o 2 VERTICAL CROSS SECTION 2 owc BY. JK m 2 cm. n. LFS ; E OIGwwC w0' ¢ FL-15036 9 0 N sNm 2 OF 9 0 4 4 EMB. (TYP.) 1 it Jai C 20 A N::Yj v • : N•' Z o90Z' U ry 08VU 21 40 7 NF V$ 960a INTERIOR • •e "r m a `a 0 a m E. cZ Ag3 2 9 3 ` W 3 v a 17 3 o o z z' o o EXTERIOR 10 N i z W 10 Q: m LL 9 E Wc] i ovvoi 61 m _L) 4 HORIZONTAL CROSS SECTION 1- 1/4"MIN. 3 Shown w/1Xsub-buck 1-1/4-MIN. -I o EMB. ( TYP.) 3 4 S EMB. (TYP.) o I p C 4 4 4 C E 0.1.7 0.1 S i • • II -- C•SINK C'SINK ' • m I h O O NN8 8 Z 8 40 7 ° Ln INTERIOR INTERIOR722 j ? U 2C a IZ F n K 10 EXTERIOR 13 EXTERIOR 10 K arc 02124112 i 404010z B 10 9 L 27 9 B SCALE, N.T.S. ° E E Bws. BY. JK o 2 CNK W.LFS S 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRA wM No.: a 3 Oulswing shown - inswing 3 Oulswing shown - inswing 3 Outswing shown - inswing FL-15036.9 0 Cl' o approved olso approved also approved n sNcn 3 OF 9 O G rc i VERTICAL CROSS SECTION 4 OuVng shwon - Inswing also approved z i 2 4—,., 62 EXIERIOR INTERIOR a INTERIOR " EXTERIOR i61 62 2 VERTICAL CROSS SECTION 4 Shown w/IX sub -buck J7i n N •. Y'•. z f 6J o ncNJOOm 11 V N •; G J 9 V2 l n Ev 9 m EdoaN m daLZ 1 i`Cll 4 m€ _ E 02 24 12 LE: N.T.S BY. JK c er LFS MG ee: FL-15036.9 Ei 4 Or 9 v: Xo N 4pN•: i Z" gi+• i ''• J Sp If4g o 0e ll I11\ N .; U n 4 ° C Eo zmeu ryyg 9 oanM9d m a a MASONRY 4 OPENING i c z RE 8 U o 0 iN xUJ 72XBU U 0 O 0 OfCa a m ED ED n v 00 nH d siW WS V) ZO 2R CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. DUCK ANCHORING cs CIS edge distance to mortar Joints. a. 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: o_ _ ANCHOR ANCHOR MIN. i Z U o Mrc: 02124112 ° x swc. N.T.S. ° DWG V? JK to cwc. er. LFS 3 otlwu+c uo: si F1-15036.9 D 1' sNLer 5 rn 9woodscrewstopreventthesptftofwood. Q CK O D IYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY HUro MIN. CLEARANCE i0 MIN. CLEARANCE TYPE` SIZE EMBEDMENT MASONRY - EDGE ' i0 ADJACENT.'' ANCHOR . . ITW a 4. T/4. r. 4- iAPCON ElCO c 1/4" 1.1/4" 1" ULTRACON WOOD SCREW INSiALURON NOiE3: Molntafn a mWm m S/8' ed a detonce. I•end distance. i 1'o.c. spodrq of G1 7.5" 4" I I I MASONRY — TYP. HEAD OPENING & JAMBS FRAME — SEE DETAIL 1. ASTRAGAL SHOWN FOR REFERENCE ONLY 2X BUCK F — SEE DETAIL TYP. 7• ( SILL 1 1•., I I I 1 1 FRAME ANCHORING Masonry 2X buck construction Tor DP c 48 PSF U d L r ASTRAGAL STRIKE JAMS CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers 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 mortarjoinls, 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::. iO ADJACENT: EDGE _ : - ANCHOR. ITW 1/4" 1-1/4" 2" 4" TAPCONo IT o 3/ 16" 1.1/4" T 1-1/2" TAPC ON WUV V JI...KCw WIIt LU 11U" r.y , 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. MASONRY TYP. HEAD OPENING 3 JAMBS FRAME 2X BUCK SEE DETAIL - 2 I 63 DETAIL I Attach astraggaVsurfoce bolt stoke plotes to frame as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt stnke plate at the threshold Outswing) TEEDETA]IL ASTRAGAL SHOWN FOR REFERENCE ONLY _ NUO F TYP SILL — FRAME ANCHORING Masonry 2X buck constuction for DP > 48 PSF and DP <= 60PSF 2 63 L 64 DETAIL I Attach ashoga 1surface bolt strike plates to frame as shown (Inswing( 64 1=T_ 63 DETAIL 2 Attach surface bolt strke plate of the threshold Inswing) HINGE JAMS LATCH i DEADSOLT DETAIL r . O.Jyn gadz o- M 30I11111a a .. n[EP a o z zm u N sa VTR aiy 7 9 LWoa min d 4 c= yy FFo d To: cYicoom, 00 0 N UN mKmU U 4 z Ro am 02124112 swc: N.T S. DWG W. JK DP. rr. LFS W.NG NO -- FL— 150316.9 sHM 6 of 9 i R 1A z s 2 E S Gd 7.5 SEE DETAIL MASONRY — TYP. HEAD OPENING S.IAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLYr KLi I X BUCK F SEE DETAIL TYP' T SILL 1 I I I I I 1 I FRAME ANCHORING Moso7I X buck construction or OP <= 48 PSF 7. 5" I I SEE DETAIL 1. - ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY _ i a: E4 CJ O1 X BUCK F SEE DETAIL TYP. 7 ( SILL — I I I I I I I ASTRAGAL STRIKE JAMSFRAME ANCHORING MasonryIXbuckconstructionCONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortorjolnts. 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: Lj r ANCHOR ANCHOR MIN. MIN. CLEARANCE.__ MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE: TOADJACENT. ANCHOR. ITW 1/ 4" 1.1/4' 2" 4" TAPCON• ITW 3/ 16" 1-1/4' 3" TAPCON° nwv o.nc.• uvnw.nv.. .v...... 1. Maintain a minimum 5/8" edge distance, 1"end distance. 6 I"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY TYP. HEAD OPENING JAMBS for DP > 48 PSF and G DP <= 6OPSF 2 67 2 63 63 L 64 DETAIL 1 DETAIL 1 Attach astragal/surface bolt Attach astragaVsurface boll strike plates to frame strike plate to frame as shown (Outswing) as sham Qnswing) 63 65 66 64 63 DETAIL 2 DEFAII 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate of the threshold Outsv ng) (Inswing) HINGE JAMB LATCH A DEADSOLT DETAIL n vtnd>: z o It I I Its z URy` C2 O z U j$ Eo 0i Wa mai C D Eoz 3Ci 4: N.T.S fff. JK C. cr: LFS I. W. -D FL- 15036.9 a 7 or 9 fir P2 0, J 1 m P on z y ZevZ U mCOg0J c' w 95.25 in n 5 o0. o: o' 18.88" 18.38 20AT 18.5 14.3T - j E o i m0 I gg0 9cW 3d i lO0 13 TYP. o a 0 13 TYP. TYP. 13U m qus WL wN W N En U o 3 c 4.5" IS o ¢ a:< a a 4 } J M 3.25" 3.25 U mUm4 a 2. 7 0.75" 1.91' " I O.1S 00 N N W ZW SEE NOTE 1 3 i--0.06- !8 r 00 O i -- 0.13• e u ASTRAGAL DETAIL o-o N 1 Z NOTE: oAT[ 02 24112 swe N.T.S1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. D.G. Br JK CNK. BY. LFS BMwwG NO.. FL-75036.9 SHEET 8 OF 9 9 Blll OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /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 70 ASTM C90 CONCRETE F 1/4" X 1-3/4" RVd CONCRETE SCREW STEEL G 3/16" X 3-I/4"PFH RVd CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH RVJ CONCRETE SCREW STEEL I 1 /4" X 2-1 /4"PFH fTW 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 2-1/7' 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 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4"PFH WOOD SCREW WHINGE TO FRAME) STEEL 13 lOX 1-1/2"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 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS 41 R6.000 PSI TMERMA-TRUWITHYIELDSTRENGTHFy (MIN.) FIBERGLASS 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 60 1 /7' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .2S THK. STEEL STEEL 62 1 /4-ZO SIX BOLT W/ 1 /4-20 FEMALE END X 1-3l4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-1 /7' 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 fIW CONCRETE SCREW STEEL Q.'• . N 4.56" -j = T. I N..Y Z Q;c O o y i0 I9 %•••., .Gg o m m o F- — 2.3d' --i a .. n g E zm°emu0 HEAD i SIDF i H n M o i a I9 20 Jamb o • m i a 4 dz a ' 3a vKl I-- 2.2fJ I z F = KIiQ2RII o 9zoF- 4.63" I tn S.: a o n m a 31 BUM/ FACE THRESHOLD LOW IROFlIF o = w o0 m d a C m0 V a' 5.75 a a e si > o m Z y 1 -= T N N V oo Z V SEIf ADJUSTING SADDLE THREHOID , u DOOR SKIN;. 0 o a: 4.56" 1 A z 0 2.36" ^_ v o 8 Q ry a o z z a° L WE- 02124112 i z wue. N.T.S. 39 HIGH WATER DAM THRESHOLD owe ° JK m' 2 cNk r LFS 3 muWW NO, a F NCFL-15036.9 a y van 9 Of 9 O ca R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33593 Phone 813.659.9197 Florida Board ol'Proressional EngincersCenificato or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name 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. 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-15036.10 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 933 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.,lnc. 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. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) tit o.K scSg,so Lyndon F. Schmidt, P.E. Calculations Prepared by a'^ • r'{f t'it'4 :; no Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ' t . f' , •; 4 ` eLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' •'\ sN Quality Assurance' - Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -O Lyndon F. Schmidt, P.E. t-FwithinaqualityassuranceprogramthatcomplieswithISO/IEC 17020 and j1 '• S :' i `= , • e ti./ e FL PE No. 43409 Guide 53. .c • 10/16/2017 Sheet 1 of 1 i `, •i ; fi• •;y ti0 0, THERMANTRU' 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 "HVHZ" this product is required to be protected with on 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 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 1( 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 still item #39 under active doors and all sills used under sidefites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 S #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed fin 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 4less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details b Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B lFrorne anchoring - IX buck masonry construction 9 1 Astragal details 10 1 BE] of Materials 3 Components 105.5"MAX. OVERALL FRAME WIDTH -{ O t7zz 3 2 O Om O x x 5w LL o b P P O SWING - : OVERALL FRAME- - DIMENSION. DESIGN -PRESSURE (PSI) WITHOUT SURFACE __ BOLTS WITH SURFACE- -_ BOLTS' '- POSrrm 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 Ir srxc N.T.S. JK CMK m. LFS FL- 15036.10 M 1 or 10 ks EXTERIOR Z co as 44 % .... • ' y 3 > m N i o Z GZU INTERIOR 46 cm 9 0 co d a oa n 7 c 1 HORIZONTAL CROSS SECTION gyy E 9EE Z ( 36.0"MAX. DOOR PANEL WIDTH y cc2ffLo W Ln EXTERIOR INTERIOR W W a N 1.11' IE 00 0I ~ z I a a OLLA6 mu g1T T v i0 RAIL LATCH STILE o 0 N N z ZP W W O 41 j 22 ti 1:2 1. 4r DOOR ANEL L I • . n 0 Clauk uaN In NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67) lz 0 i DATE. 02 24112 i 41 NINGE STILE LS DOTTOM RAIL SCALE: NJ S. VERTICAL CROSS SECTION DNG BY. ,1K m' 2 c— BY: LFS ; N FL- 15036.10 0 SHEET 2 Of 10 N 0 a 13.7 PANI 7. D.L SO SIDL PANEL NOTE WOOD SIDELITE COMPONENTS: PINE (SG >= 0.421 NOTE: 1. Spacing for Item # 18 S #29 (cite 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 ORIZONTAL CROSS SECTION MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE I/8" TEMPERED GLASS INTERIOR 51 SID'Lff TOP t UKRai GI GLAZING DETAIL S hTwlated glass W/ pvc fife home MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE TEMPERED GLASS NciOZ O A vY'• Cyr ton co L zn il••TL OnmZnU •: o a 05 0ZO 51 o an g 0 96 CW a ap_a7maaL g A 4 6 E cc = EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 TE: 02 24 12 L N. T S. ti. m: JK IK. Ir LFS uwwG NO FL— 15036.10 IEET 3 Or 10 Z z f 2 5 G a 6 6 1 2 SEE NOTE 1 5 5 M) 64 11 INTERIOR a a, 4 l EXTERIOR 20 c I 0.15" C'SINK TYP.1 B C 1-1/4 MIN. 1 HORIZONTAL CROSS SECTION D Inn 21 f 2lu oU 3 4q N 161117 17 q P D FJv1B. (TYP.) q OutTng shown - inswing also approved 5 4 3 6 6 6 NOTE: I. The sidelite is direct set into the lamb with (12) item #M (#8 X 7' PFH wood screw) There are (4) at each vertical jamb from the top down at 13.5", 31'. 48.5" S 66". 2 HORIZONTAL CROSS SECTION q Outswing shown - wwmng also approved INTERIOR EXTERIOR 3 4 5 5 5 5 3 HORIZONTAL CROSS SECTION 4 OutrAing configuration IOTE 1 INTERIOR 4 EXTERIOR t.l IA" RAIN 5 HORIZONTAL CROSS SECTION 4 Shown w/IKsub-buck EXTER101 INTERIOF A z 06 O n .. z Ea UN•• Z G z Um • R Hn 9 d La E00EzEo c o 0 ILn ZU WU 3 m k V a 0 U x0 a 4 HORIZONTAL CROSS SECTION 4 Inswing configuration Au:. N.T.S. t.Im JK K. BY: LFS AWOIC NO.: FL— 15036.10 Ea 4 Of 10 z s 2 E V U t9 L- -ZCi EXTERIOR INTERIOR Mo6y 60 61 le VERTICAL CROSS SECTION Z f atsuoopprovedn sheet I in@tratlon i 62EXTERIOR61 INTERIOR INTERIOR 2 VERTICAL CROSS SEC17ON Shown w/IXsub-buck for •HVF wa requ'uements Q' upi 6m N tll 11 V Nn .. e I g E z ovQjpm 5 L m C VVVVV gyp; Z >a c LLY m (La.n ocz K Z g o LnUwEn orWNC 0) L) K0 ALL N.T.S. r6. BY.. A rt W. Br: LFS 3 n FL— 15036.10 n im 5 Of 10 Q v v 50 M ti a o V SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION b Ouhwing shown - Inswing also approved INTERIOR EXTERIOR SEE NOTE 1I M). icL: m EXTERIOR SEE NOTE I C 1 zai o to Zd 11 U za 19 • g NZd a d n 3 VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR VERTICAL CROSS SECTION 6j Outswing configuratbn I SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck N O • • m p N np: 4r U: Jlia Z 0 O p i •• L phZt' i d Q 11 1 . I u, _ D ionII r\fm71w 14Oppa2Km N[ L: 7 9diaN mda J 4F O E c z So: NOTE: I. Anchors oss-y Ihru head and Sill of 4" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration as e.W Q o-o OZ I DATE: 02124112 i SCALE. N.TS. r vxo. er JK c cm BY. IFS i DRAWM FL- 15036.10 sHcrr -L or 10 0 ir D TYP. HEAD MASONRY a JAMBS OPENING ASTRAGAL AND o MULLIONS SHOWN FOR . REFERENCE 2X BUCK --,,ONLY iz zz z 2 i BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modarjoints. 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' dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR. ANCHOR MIN. _ MIN. CLEARANCE' E TYPE SIZE EMBEDMENT i0 MASONRY EDGE ITW a 1/4" 1.1/4" 2" TAPCON inELCOo1/4" 1 1/4" 1" ULTRACON ITW o 3/16" 1-1/4" 3" TAPCON WLJUU 3LKtw INJIALLAIIUN NVICJ: I. Maintain a minimum 5/8' edge distance, I"end distance. d I"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME J 2X BUCK I I I I SEE D L I. TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N P TYP. SILL SEE DETAIL I FRAASTRAGALSTRIKEJAMB ME ANCHORING Masonry 2X buck construction 2 L J( 2 211 63 L 64 DETAIL 1 DETAIL 1 Attach astrogaUsurface bolt Attach astrogoVsurfoce bolt strike, plates to frame strike plates to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stoke plate at the threshold stoke plate of the threshold Outswing) (Inswing) 1 II I T to 0 O 28 L L 0 27 _ LATCH i DEADSOLT DETAIL 11 n Iss a' z 3 n U N •: . E v_ z -0 0 6 cy N$ mda sue 1 gOd 0 0W3a xZN VUzIt VO IIWIR.ILJ m WC W N2 U O y]CUU HINGE JAMB oa aa mm HINGE DETAIL ae 02/24/12 ALE: N.T.S. ro. e*: JK 1K. eY: LFS AWM ND: FL— 15036.10 Er _L OF i0 F z f SEE DETAIL I- J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I I I I I I o m IY' Z `•6JO` < L ofn i'ioI z d .1 d TIII II1 UN •:Z v a Z U CW MASONRY J N ' e ` 5 4 2 m OPENING 28 $ E a i lC\ to cYr FRAME o mjI. o ti P Z) L 10 27 ^ OU wV U) Wm Q2 O Mtn I X BUCK to LATCH f DEADSOLT DETAIL a a N a w Ka a y 12 CO 10 10 NN V7ZWW HINGE JAMS e AA w ASTRAGAL STRIKE JAMS FRAME ANCHORING 22 Masonry IX buck construction HINGE DETAIL FCONCRETEANCHORNOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. i 2. Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors 65 66 2 63 wQ F Concreteberequired to ensure the MAX. ON CENTER' dimension are not exceeded. 64 63 - - 3. Concrete anchor table: z Z uo am 02124112 63 SMc N. T. S. 63 G 64 2 Dwc en JK DETAIL 2 DETAIL 2 DAAII 1 DETAIL I CHX BY LFS 3 Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach ostra al/surface bolt DRAWING NO.. WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold strike plates to frame strike plates to frame N 1. Maintain a minimum 5/8' edge distance. I' end distance, d I' o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) FL- 15036 10 c wood screws to prevent the splitting of wood. SNCET $ Of 1O 0 ANCHOR ANCHOR MIN. - MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY. 70.ADJACEM EDGE ANCHOR:-.- ITw va' I•I/1• r a' TAPCON ITW 3/1P 1.1/4' 3' 1.1/r iAPCON z G\\ N ,; p P z d m d 11111 U--: 0 i 0z 95.25 asre 07 maa 18.88' 18 38 20.63' I I 1138 - - j I D 4 o cv z 07 I g i 3a IO IO i o 13 TYP. 3 13 TYP. TYP. 13 m W ir N O U 4 K O 0: a rO q 4S IS yap m 3.25 3.25 U m z• 2• 0.7U0775 1.91' — 0.75 ss Ln WP O SEE NOTE 1 winJ0-4— ow o 0 4 -- w x u Q ASTRAGAL DFTA1l c^o N Z I NOTE: OATE.02 24 12 SCALE: N.T.S. I. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND THE BOTTOM. Oxv. er JK CHK. n. LFS ORWM NO. FL- 15036.10 SHEET 9 Or 10 1 F z a E Od OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4"SHIM SPACE WOOD 23 PLASTIC UP LRE 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 ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1 /4" X 1 J/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3!I G" X 3-1/4" PFH ITW` CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1/4"PFH RV! CONCRETE SCREW STEEL 29 K40 X 1.79"PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4' X 33/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L q8 X 2-1 /2" PFH WOOD SCREW I.l S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N I/4' X 2J/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125 MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH PY (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 WOOD 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 (1.91bs. DENSITY POLYURETHANE 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 X I-3/4"PFH WOOD SCREW STEEL Sl SIDELITE TOP d. BOTTOM RAIL COMP. 13 10 X I-1/2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT #454 B.0" L. X .25" THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 I/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 6-IB X 1-3/4"PFH SCREW STEEL 64 10 X 2-I/2" PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 6S 3/I6" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-314"PFH ITW CONCRETE SCREW STEEL 61 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL n x Q n d + J 1 ONM qn Inn s` x` o R z UN•; z o=t{i 7 m C `IL a4 6 oZ ( mo 9 WW n J 2 m G mo o x Q. n m 00 p ZWWO ti N1.56 -{ I 2.17 I-- 2.20 ; o o1 I o I- 2.36" 7 - 4.&T Q. i 19 20 Hamb A SIDE 16 OUTSU NG SIDELITE \ BUMP FACE THRESHOLD LOW PROFILE e = r2519'—. PO 2.15 - o2.36' 1.56 1.6i --{ I ^ 2.1 --{ I--1.68 --1 I 5.75 _ _ i- 1.69" I N Z U DATE. 02124112 : ti SCAM N.T.S. ° DWG. BY: JK ua n: LFS ; 1 DRAWING W: n 39 HIGH WATER DAM THRESHOLD 23 SIMACSTIC UP WE FRAME IS P. G SIDELITE 26 MASTIC UP UTE FRAME OIL ADJUSTING SADDLE THREHOLD FL-15036.10 c sNen 10 0< 10 0 BILAl LA L 112/2018. Florida Building Code Online Wf BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear dbr\ is Product Approval r USER: Public User Product Approval Menu > Product or Apphcadon Search > Aoolication 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 Category Subcategory J MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J 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 46 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Product Approval Method I Method 1 Option D Date Submitted 08/11/2017 i :" ' "• ` Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdVAdku3BmvbCOTFy%2fAGn 3d%3d Year 2008 1/ 3 l 1 /2/2018 Date Approved Florida Building Code Online 10/10/2017 N q 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 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 Installation Instructions FL15332 R4 II 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf 15332.2 I SERIES 420 ALUMINUM SGD I SERIES 42 D ALUMINUM SGD OX, XO, XX 96"x80" NON-; Limits of Use Approved for use in HVHZ: Noi Approved for use outside HVHZ: Yes, Impact Resistant: No Design Pressure: N/A' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS, - - REINFORCED Installation Instructions FL15332 R4 11 08-00498E.Q_ff Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Y_es, Evaluation Reports FL15332 R4 AE 5108050.odf Created by Independent Third Party: Yes 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 15332.4 SERIES 420 ALUMINUM SGD 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, 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 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96", Installation Instructions FLIS332 R4 II 08-02249C.odf Verified By:.Luis Roberto Lomas 62514 Created by Independent Third Party: Yes, Evaluation Reports FL15332 R4 AE 512969C.odf Created by, Independent Third Party: Yes 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.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 lI 08-OOS01E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED, Limits of Use Installation Instructions 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 FL15332 R4 AE 510809D.Odf RATINGS Created by Independent Third Party: Yes 15332.9 I 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 i Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun 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 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 licen! under Chapter 455, F.S., please dick here . Product Approval Accepts: a El Credit Card Safe https://foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 !S 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 d10 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). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RLvtSXkd DCSCRFn0N DATE APPRO'vED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OL7AILS 06/20/17 R.L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED NOTES DRAWN: DwG ND. F.A. 08-00498 scut NTS Dar 02/23/09 1 s"cO1 OF 10 L ROBERTO LOADS P.E. 74= WOOOFORD RD LE WLSVILLE. NC 270.3 SIGNED: 06,2012017 IOI4t,ii loor pTAT 6EOFcam i0.n' F'. ZOR10* • i// iSs'ONIAt. Luls R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED MAX 17' r6' MAX I I 6` MAX O.C. 6' MAX 17' MAX O.C. O X so - MAX FRAME / HEIGHT / 6' MAX SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS a/ AND I2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE. 48 srd-x 79' 2. MAXIMUM D.L.O.: 44 Sd8'r 74 5/Y HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 38 314- ON CENTER FROM PANEL BOTTOM I METAL LIC TANDEM ROLLERS (PART $99-17-195) AT EACH END OF PANEL BOTTOM RAILS rav ocstxav110N DATE APPRRaVO) A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. CHARTII WHERE WATER LNFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Franco Shga Paml and Total From VAcI (in) HoVht J0.0 36.0 4Z0 48.0 in) 60.00 7200 U-00 1 96.00 Pas Nag I Pos I Nog I Pas I Nog PCs NCg 80.0 40.0 55.1 1 40.0 48.2 40.0 43.4 1 40.0 40.0 CHART 2 WHERE WATER INFILTRAT9)N RESISTANCE I$ NOT REOUIRED. SEE NOTE 9 SHEET t Design pressure chart (psO Fram Sh9le Nnol and Total Frame Wdth (in) Haight 30.0 36.0 1 4Z0 1 48.0 60.00 7Z00 54.00 9Q00 os Nog Pas Nog Pas Nog Pos Nog 80.0 55.1 1 55.1 48.2 45.2 43.4 1 43.4 1 40.0 1 40.0 CHART a3 HUM bar or anchor loco tons f0gUf rod Frame Singlo Panel and Total Frortn Weam (In) In) HegerAi 6.042.0 48.0 720 5 Jamb HaS JambH6S Jamb 80.05 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17050 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION oRkwx owc NO. -- F.A. 08-00498 W'a NTS[DATE 02/23/09 ISHM2 OF 10 L ROaERTO LOMAS P.E. WJ1432 ODFORD RD LEWISVILLE, NC 2702V 11faa•Od'09 raorruy®Irbmafpp.oprn SIGNED: 0612012017 TAT: OfillI IFS : ,OR10P G2\ Luis R. Lomas P.E. FL No.: 62514 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6' MAXD. t7' D.C.r 6' MAX 17' MAX O.C. O x T ILA AME IGHi 6" MAX 6' MAX CHART 04 NumOn of •nCllor lou Uonf ropulreO Ff—a S1910 P1111DI aW TOW Uu WCID (n) H.9u in)ao.o 30.0 1 380 1 420 1 4& no 0 oco His J..o H65 I J•PID I HLS I J•m0 I HLS li..b 0.0 1 5 5 I 5 1 8 1 5 1 8 1 5 1 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS V AND 02 SHEET 2 FOR OTHER UNITS nA TINGS NO TES: 1. MAXIMUM PANEL SIZE: 48 12' x 79• MAXIMUM D.L.O.. 44 W x 7• SS - HARDWARE SCHEDULE MOUNTED HANDLE SET (PART •99-04-145) LOCATED 38 314.ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (PART 999-17-195) AT EACH ENO OF PANEL BOTTOM RAILS Rrvts0 S RLV DESCI4 1gn DATC I APPROIED A ADDED CHARTS 03/05/12 R.L. 8 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 WSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAYM DN4' MO. F.A. 08-00498 u^i NTS wTc 02/23/04 —3 OF 10 L ROBERTO LOANS P E. IM WOODFORD RD LEA7SVU.E. NC 270,1 43+WBLG09 iao us,/1alanu:W am' SIGNED: 06/20/2017 J\ SllICIII 0 // oyb1251•• OPTTAf OF O ONALIE%` Luis R. Lomas P.F. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4" I MAX. SHIM SPACE EXTERIOR II II II II INTERIOR 1 3/8- MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT MIN. WENT MIN. VERTICAL CROSS SECTION cwc VISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTER/OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHO'NN FOR CLARITY. 2. PERIMETER AND JOINT SEAIJINT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 — 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX. SHIM SPACE REASIG tS DCV-RP110N DATE 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 OETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. ' INTERIOR Il,— EXTERIOR JAA48 INSTALLATION DETAIL WOOD FRAMING OR 2X &XK INSTALLATION ORA`Nn: F.A. scu[ NTS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS Dwc H0. ' 08-00498 r 02/23/09 1-4 OF 10 L ROBERTO LONAS P.E. 14M WO00FORD RD LE WISVILLE. NC 27022 a7rd8s-0609 r/wruaQYtonr,P..am SIGNED: 0612012017 1 111IL/0 7ji/// v STAT OF : ti 0 FS; s ONAiIS?\\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE NS 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. INTERIORAND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mll EDGE DISTI L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV oescNPrON 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 OE1AL5 07/30/15 R L E I REVISED INSTALLATION DETAILS 08/20/17 1 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 SO- NON -REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 ScALL NTS °"" 02/23/09 —5 OF 10 L ROQERTO LCQVAS P E 1312 WOODFORD RO LEWISVILLE. NC 27023 47W-68d-ac09 iaurusQ*Ab a*w. SIGNED: 0612012017 I` lO /A/i G E NSF; rp ; STTAATIITTE OF SS/ONAITE G 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 AEVy0r1$ 1 1/2• MIN 1" MIN. REV DESCwatroN DATE APPRO<D SEPARATION EDGE DISTANCE I 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. 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07 30 15 R.L. W EMBEDMENT1 1/4" MIN.// EMBEDMENT E REVISED INSTALLATION DETAILS06/20/17 R. L1/4" MAX. SHIM SPACEI— I sr/4" MPAAX, CE MIN' INTERIOREDGE DISTANCE 3/16- TAPCONMINEXTERIORTERIOR SEPARATION SILL TO BE SET IN :a A BED OF APPROVED SEALANT 3/16" TAPCON CONCRETE/MASONRY EXTERIOR BY OTHERSIIIII'OPTIONAL 1XBUCK JAMB INSTALLATION DETAIL II TO BE PROPERLY CONCRETHMASONRY INSTALLA TION a. 1 1/4' MIN. EMBEDMENT 4. 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEW SONRY INSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: i. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM Eli 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON -REINFORCED FRAME INSTALLATION DETAILS DO— L1xG Imo. F.A. 08-00498 saua NTS I DATE 02/23/09 S'n6 OF 10 L ROSEATO LOMAS P E. I. X WOODFORD RD LEWISvnLE. NC 27= a+•saaoc0 .AomspwA>nu,•p..rnm SIGNED: 0612012017 R1 I ILIO4f 1676 camO S"ONAL/11111kIox"S . Luis R. Lomos P.E. FL No.: 62514 WOOD FRAMING 1MIN' OR 2X BUCK EDGEE DISTANCE BY OTHERS 10 WOOD SCREW ID FRAMING t 2X BUCK BY OTHERS 1 3/8• MIN. yJl EMBEDMENT 1 3/8• MIN.1/4" EMBEDMENT MAX. SHIM SPACE 1/ 4" MAX. SHIM SPACE l- 1/ 2- MIN. 10 WOOD EDGE DISTANCE SCREW EXTERIOR I I I I I I INTERIOR b 10 WOOD SCREWS 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 ASTIA E2112 E SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. LULL uISTANCE MKIONS DESGWtgn D-TE APPROVED ADDED CHARTS 03/0S/12 RA, REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 RL. REVISED INSTALLATION DETAILS 06/20/17 TPL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 1L1I1Ir1///j, 650 WEST MARKET STREET J,S\GE GRATZ. PA 17030 SF9S 0 51 SERIES420SCD96" X 80` NON —REINFORCED lL _ FLANGE INSTALLATION DETAILS p• STATE OF : ,"" o4t • AC 0 R10": • : Y%/ DRAMs: D„c Ro. Rw OS E NA11F?G\ Luis R. Lomas P.E. FL No.: 62514 scuF NTS ow>F 02/23/09 5iOR78 OF 10 L R08ERTO L.OMAS P E 432 w000FORD RD LEWISVKLE NC 2:0t7 47+- Q6-0007iHortus(LDcionusyu cyr+, 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE I 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR U--J LJ INTERIOR ILL TO BE SET IN BED OF IPPROVEO SEALANT REvWNS DCSCRPTION DATE APPROIED 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/t7 R.L. 1/4• MAX. SHIM SPACE . 1/2" MIN. EDGE INTERIOR DISTANCE TO SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION 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 NOTES: f INTERIOR av0 EXTERIOa FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. F.A. 08-00498 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM E2112 fir NTS oA1E 02/23/09 18 OF 10 L ROBERTO LOMAS P.E. I4X WOODFORD RD LEWISVILLE, NCZ7M 434dM-OW9 .Aw,,S5)4IPPIi.1pV CM SIGNED: 06202017 0 ir,ENS aP 0 5v •*= OIO,F, fpr` ONA 11EN\ Luis R. Lomas P.E. FL No.: 62514 RM90NS 1 1/2` MIN 1` MIN. RN DESCRWnON DATE 'PROVED 1 SEPARATION EDGE DISTANCE A ADDED CNARTS 03/05/12 R.L. 8 B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1/4' MIN, EMBEDMENT 1 1/4 MIN. D REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ J EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1/a' MAX, BY OTHERS SHIM SPACE OPTIONAL r 1/4" MfJL 1X BUCK To BE SHIM SPACE PROPERLY 1 • MIN. F INTERIORSECURED SEE NOTE 3 SHEET 1 DISTANCE 3/16" TAPCON K EXTERIOR INTERIOR MIN SEPARATION 3/16• TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY 3/16• TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/SIASONRYWSTALI.ITION TO BE PROPERLY MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET t BY OTHERS NOTES: s 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. a Y. PERIMETER AND JOINT SEALANT BY OTHERS TO SE e, 1 1/4- MIN, DESIGNED IN ACCORDANCE WITH ASTM E2112 EMBEDMENT SIGNED: 0612012017 Q I MI WINDOWS AND DOORS LLC 11111I1'/II 650 WEST MARKET STREET S R' LOtj//ice 2 7/8• MIN 1 ` MIN. GRATZ, PA 17030 GEIVS qS SEPARATION EDGE DISTANCE SERIES 420 SGD 0 61 *= 96' X 80` NON—REINFORCED VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS 9 ATOF4TATOF CONCRET&MASONRYINSTALLA770N DRAWN: iO. z OS 98 E rt SULE DAiE sNEL NTS 02/23/09 9 OF 10 0NALIE\ L. ROSERTO LOMAS P E. 1432W000FORDRDLEWISVILLE,NC27023 Luis R. LOTOS P.E. 174L80-D607 K'rnuMamaspv.r m FL No.: 62514 WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 98 WOOD SCREW 7/16" MIN. EDGE DISTANCE EXTERIOR 1/4" MAx SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE BY OTHERS 1 1/4" MIN. TRIM EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4" MAX. HOOK STRIP 1/2" MIN. EDGE DISTANCE REVt9014 DESCR1P11O. OATE AP ROrCD ADDED CHARTS 03/05/12 R.L. REASED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 107/30/15 R.L. REYISEO INSTALLATION DETAILS 06/20/17 1 R.L. 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE J BY OTHERS HOOK STRIP SHIM SPACE SELF DRILUNC SCRSCREw INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLAT70N SEE SHEETS 49. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHO'NN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. 2X BUCK OR EDGE DISTANCE WOOD FRAMING BY OTHERS TRIM 1. 1 3/8" MIN. INTERIOR EMBEDMENT HOOK STRIP 10 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKWOOD FRAMING 1 1/4• MIN. EMBEDMENT IX BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET CRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRA4fl1.= OrG Na F.A. 08-00498 Sc"Z NTS I DATE 02/23/09 sntr:r 10TOF 10 L R08ERr0LOM.tSP.E. 143211000FORD RD LEYMTKa, NG 27023 9+-6efaig9 mmuSC trbmsa.can SIGNED: 0612012017 J••...... CENSF9s k • a„61251 • yt = pT((,A TfkrE O F O •• ii s a[ OR10* •G?\. Luis R. Lomas PJE. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X 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 DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. 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 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 1" MINIMUM. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INYO 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). 0. METAL STRUCTURE: STEEL IBGA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO. XX. XP, PX, XIP, PIX TABLE OF CONTENTS HEFT NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS FLV.-WNS DESCIEPDON 6-TE I PPROvCD ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1111I111 1j 5 R' 0/7 i CRATZ, PA 17030ENSFgS' o„ri261 x SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTESA270-12 o TATE OF - 0, . , DuwN. w.No.%<<••4OR10;• V.L. 08-0224 suu NTS °' 10/30/13 s tL R. Lomas P.E. R06ERTO LOAAS P E, Lul31432WOODFORDRDLSWSVILLE, RC: FL NO.: 62$14 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17MAX r I O.C. "I 6" MAX 6' MAX 1 , i 17" MAX O. C. 96" MAX FRAME HEIGHT 6' M.AX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f35. OPSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/1' x 95• 2. MAXIMUTA D.L.O.: 44 Sr8" x 90 S18• HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145)AT 38 39:ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS UMINU M 6063.76 REONFORCEMENT (668)AT ALL PANEL INTERLOCKS CHART • 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. RLb15Wn5 REV I D `UR f10N 01T[ I APPRWED A ADOED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. - C REVISED INSTALLATION DETAILS 06/21/17 R.L. Dosign preswro chart (P4 Rams Saab PJMI and TOW Fraoo W idLn (v)- Haigh1 Jo. O 36.0 420 4G0 in) 60. 00 1 7200 64.00 9400 Pos I Nog I Poa I NCO PCs moo PCs Nog a4. 0 40.0 1 5&4 1 40.0 50.9 40.0 457 40.0 420 q. 0 40.0 I N5.2 1 40.0 48.0 40.0 43.0 39.4 394 920 40.0 1 524 1 40.0 45.4 40.0 40.6 J7,1 37.1 96. 0 40.0 1 49.6 1 40.0 43.1 36.4 384 35.0 1 35.0 CHART K2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design prossuro chart (psi) Frarto SInDW IRMO and TUaI Fewra vvd1A (h) Hagnt 30.0 1 340 1 420 1 48.0 h) 60. 00 7ZD0 K00 Di.00 Poi Nag PCs N49 PCs Nag pas Hop 81. 0 56.4 56.4 50.9 50.9 45.7 45.7 640 55-2 55.2 46.0 46.0 43.0 43 0 D20 52.4 52.4 45 4 45.4 40,6 40.6940 Na9.6 49.6 a3. CHARTAI Number o/ anCA W loea tlona rapulnad Frpnb 5nplo PanW and TOW Fraan Wk= inl JQO J40 420 48.0 in)f0. 0 720 a4.0 96.0 HAS I Jamb I His I Jamb Has Jamb H&S Jamb 64.D 4 6 S 8 6 6 6 6 d6.0 4 6 5 6 6 6 6 6 920 4 6 5 6 6 6 B 6 D6.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DRA N; OwC N0. p V.L. 08-02249 rNTS -T[ 10/30/13 -ET2 OF 10 LROeERTOLO+KSP. E. 141'WOODFORDROLEWrSVILLE, NC27027 W 8- 0609 rtb user bnusp com SIGNED: 0612112017 v.'•GENSF, J1 PA,61251 *' OFOR ID Lui3R. Lomas P.E. FL No.: 62514 A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX — I IT 17• MAX I O.0 6' MAX 6' MAX I 17' MAX O.C. Uf WE CHT 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 RA TING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS 01 AND 92 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE IUNTED HANDLE SET (99-04-1451 AT 38 314' ON CENTER FROM PANEL BOTTOM C TANDEM ROLLERS (99-17.19S) AT EACH END OF PANEL BOTTOM RAILS 6063•T6 RE INFORCEWIN T (B68) AT ALL PANEL INTERLOCKS REY I OfSCdPTION DATE ppw E0 A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 112• r 95- 2. MAXIMUM D.L.O.: 44 W r 90,Sa- CHART # 4 Number o/anchor locat/onsreaulrod Frbno Sr1910 Panel Ord Total U.1 Width (in) M 00 300 1 36.0 420 48.0 60. 0 710 84.0 96.0 H8S IJ.mb Has Jamb N6S Jamb H&S Jamb 84A 4 6 5 6 8 6 6 6 88. 0 4 6 5 6 8 6 6 6 92. 0 4 6 5 6 6 6 6 6 9" 4 6 5 8 6 1 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 V. L.08-02249 Lr NTS b"TE 10/30/13 —3 OF 10 L R00ERTO LOMILS P.E. Wr w000FORD RD LEIMSVO.LE. NC 27023 4344W. 060 ,caM2.16 ,=p.m SIGNED: 0612112017 0 CC EE v b1251 x 0 TTAA fE OF i , c• •. A• 4r i cL`s. • R10 Get''`: Luis R. Lomas P.E. FL No-: 62514 1/2' MIN. II EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW I 910 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTAUATION SILL TO BE SET IN A BED OF APPROvED SEALANT MIN. ENT IIN, cwc vnfANCE 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE N10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES' I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. --- - -- - - -- — - - - — - - - - - NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALtvT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 REVISIONS REV DESCRPnON GTE APPROVED A ADDED FLANGE AND TIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION OLTA4S 09 121 117 R L 1 /4' MAX. SHIM SPACE INTERIOR E gun JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 71L111III/7R', Lp ii GRATZ, PA 17030 5 9 App SERIES 420 SGD REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS moTAT O F Ire DUWN: --- arc no. REV o• j c • C 0 R1DI; • ' V.L. scut_ 08- 02249 C NTS If 10/30/13 4 OF 10 L ROBERTO LOMAS PE. 14m wOODFORO RD LEMSVILLE. NC 27aJ' Luis R. LOmcs P.E. 1. 1163e.0e09 nlwusQnnm,p,.aoR FL No.; 62514 METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/4" MAX, r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II 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 r 1 /2" MII EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RCV I DESCRIPOON DATE I APPAWIM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION 'DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS V.L 1 08-02249 scut NTS 104E 10/30/13 —r 5 OF 10 L. ROBERTO LOMAS P.E. I432 WOODFORD RD LEWISVILLE. NC 27D9 7+-add-oCo9 rAom sQJY#rfusy.rnm SIGNED: 0612112017 5 1 1111/ 0 Yii GENS;9s TAT E OF Lam` FZORMt • \,a G Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1" MIN. SEPARATION EDGE DISTANCE MIN. EMBEDMENT CONCRETE/ - 4` ; MASONRY BY OTHERS 1/4 MAX. SHIM SPACE OPTIONAL _ T1xeuCx TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN A BED OF APPROVEDESSEALANT 4' • 4. 1 1/4' MIN. n! EMBEDMENT a 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION REVIS. oescFaPMN GATE MPROvly ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISEO INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4- MIN EMBEDMENT I _ 1/4- MAX. 1" SHIM SPACE MIN. ° I INTERIOR EDGE DISTANCE 3_ . ° • MIN Li 3/16' TAPCON EXTERIOR ` CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE4MSONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2712 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET J S R'. L 0 GRATZ. PA 17030 SERIES 420 SOD REINFORCED WITHOUT 'ADAPTER ir• o„61251 * = 9 FRAME INSTALLATION DETAILS 9 SOD • TAT OF o:z O .— OwvN: a c no. ALV F'- ZOR10 • JF SCALE 08 C NIONAl1 G\\\\ NTS117E10/30/13 snEE169 OF 10 L ROSERTOLaMASPS. 149: WOOOFORD RD LE WISVILLE NC:707 Luis R. Lomas P.E. 431- 6"-oe0y d-.So*j ap.c FL No.: 62514 1/2' MIN, EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT 9Y OTHERS 1/4' MAX. SHIM SPACE IF10 WOOD SCREWS EXTERIOR L LU LL11 INTERIOR 0 BE SET IN OF VIED SEALANT 10 WOOD SCREW WOOD FRAMINC OR 2X BUCN BY OTHER MIN. BENT ula—w C VERTICAL CROSS SECTION WOOD FRAIJING 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 Ell 12 1 3/8' MIN, EMBEDMENT T- 1/2' MIN. EDGE DISTANCE g10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REWSON5 RrV 0ESCR9TtDN A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE r—)1 . _ INTERIOR C EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1111IIrrrr, 5 FL L01YAi- GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER A S96" X 96' FLANGE INSTALLATION DETAILS TAT0. ORAwM OwG r+o. Itty i 'o[OR10;• '': V.L. scut 08-02249 C s OINTSJOATr10/30/13 sNccT 7 OF 10 IIAI101 L RCEERIO LO.MAS P.E. I4 2 1V000FORD RD LEWISVILLE. A'C 270'J' Luis R. Lomas P.E. 434-08-W-09 1A—jNVkbjspvr FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING 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 BE DESIGNED IN ACCORDANCE WITH ASTM E21/2 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/2- MIN. EDGE DISTAN( 10 SMS OR SELF DRILUNG SCREWS M ETAL STRUCTURE BY OTHERS REWSION5 n' I DESOwn" DATE APPROVED A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/OJ/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X 96' FLANGE INSTALLATION DETAILS DRwN: Drc Na --- TV.L. 08-02249 sru[ NTS D"TE 10/30/13 —8 OF 10 L R08ERTO LO-MA9 P-E. I432 WOODFORD RD LEMSVSLE. NC 27O'J' 47J-d"-0609 ilbnas®4brtuaP+.rorn SIGNED: 0612112077 Itl0?i% i ENS STATE WOF • r=_ i6l,OR ONAE1E Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. _ 1" MIN. REM40nS SEPARATION I EDGE OLSTANCE REV DESCRPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/I5 R.L. C REVISED INSTALLATION DETAILSMIN. 06/21/17 RL. ' 1 1/4" EMBEDMENT CONCRETE/ MASONRY a 1 1/4' MIN. EMBEDMENT BY OTHERS •I 1/4' MAX. I OP'nONAL _r SHIM SPACE IX BUCK - TO BE _ t/c- MAX. PROPERLY SHIM SPACE SECURED MIN I INTERIOR SEE NOTE 3 EDGE SHEET t DISTANCE TAPCON EXTERIOR INTERIOR 3 aMIN. SEPARATION a I SILL TO BE SET IN v A BED OF 3/16' TAPCON ' 3/16" TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY JAMB INSTALLATION DETAIL MASONRY/ BY OTHERS CONCRET&At kSONRY INSTALLATION CONCRETE OPTIONAL tX BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET t a .. --F NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. 1 i/4' MIN. NOT SHOWN FOR CLARITY. a•. a .' EMBEDMENT Z PERIMETER ANDJOJNT SEALANTBY OTHERS TO BEe' .. DESIGNED IN ACCORDANCEWITHASTME2112a SIGNED: 0612112017 2 7/8" MIN. I' MIN. MI WINDOWS AND DOORS LLC 11t1111r1r, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 R' toii VERTICAL CROSS SECTION GRAT2, PA 17030 CONCRETEIMASONRY INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER —*• 0 51 t— FLANGE INSTALLATION DETAILS O. TAT OFS( 4 op"M V.L oac w. OB-02249 REV i FS FL0Rto,;•G"? sNTS ATE 10/30/13 T9 OF 10 C va L. RODERTOLOMASPE. Luis R. Lomas P.E. 1132WOODFORDRDLEWISVXLE, AC 2707J s . d%5-0609 mw—vft u.P.cu.,, FL No.: 62514 WOOD FRAMING 1/4 MAX BY OTHERS r SHIM SPACE 1 1/4" I r MIN. LEMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN d8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR L EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN. 1 1/4' MIN, IL EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIMZ--7 1 1/4" MAX. MIN. SHIM SPACE ENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. REV DCYWP110N DATE OPROVTL A ADDED FLANCE AND FW INWALlAT10N 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED WSTALLATION DETAILS 06/21/17 R.L. 1 5/8" MIN. EDGE DIST. TRIM a n INTERIOR 1 1/4 MIN, EMBEDMENT MASONRY/CONCRETE I r BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE I' PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY.'CONCRETE METAL STRUCTURE BY OTHERS i/2 MIN, EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP I SCREW GRILLING A10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK 4VOOD FRAMING SIGNED: 06121,42017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111rrIT/A 5 R'. L0 7 i GRATZ, PA 17030 CENS' f SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0j61 96' X 96' lr, NOTES: NAILFIN k HOOK IMSTALLATION DETAILS TATE OF 7-INTERIORAND EXTERIpA'FJNISHES, BY OTHERS, Drur7oorc-Rp. V.L. 1t[v 0.n•—R ORIQrG _ NOT SHOWN FOR CLARITY. 2PERIMETER AND O''It OS-02249 C Y!r/ONA.1?\`\ JOINT SEALANT BY OTHERS TO BE NT$ oA1e 10/30/13 10 OF t0DESIGNEDINACCORDANCEWITHASTME2772 L ROSERTOLOAAAS RE 74M WOODFORD RO LEWISVILLE. NC 27027 LulS R. Lomas P.E. 434-m-OW9 ewwr ow.. wor FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA_ BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR CO=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 IS R 0 IR O 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 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 15. APPROVEO CONFIGURATIONS: XIX. I TABLE OF CONTENTS SHEET NO.I DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS DCSCR!" WTE I APPROVED A ADDED CHARTS 03/08/12 IRL 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FVwCE INSTALLATIONS 12/06/13 R L. ' 0 REVISED INSTALLATION DETAILS 08/05/15 R L. E REVISED INSTALLATION OETAILS 06/22/17 R.L. SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC 711111Irrrr// 650 WEST MARKET STREET R. Lp4ji V 5 9s GRATZ. PA 17030 CENS, Z*• AD„5261 *= SERIES 430 SGD 143' x 80' NON REINFORCED xlr 1NOTESp _ TAT OF i F COR10* • CPA": owe ND. REV F. 08-00502 E V/ ' d\z, ONIA\\ Luis R. Lomas P.E. FL NO.: 62514 uLC NTS -C 02/23/09 SKMI OF 9 L.RDBEa TO LOMaS P E. f 3?w000FORORDLEWISYKLE.A'C270."7 7Ni88-0609 ArnamS&x- st.w 143• MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX 17"MAX r 6. MAX O.C. II »1 6• MAX 17' MAX 80• O.C. MAX RAME X X SERIES 430 X1X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATfNG t40.OPSF NONE SEE CHARTS a 1 AND a2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 )r2' x 79' MAXIMUM D.L.O.: s4 314' x 74 28- HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS REVIS DNS DCSCRPT" DATE AP RO<D ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESiNG W/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 R.L REVISED INSTALLA710N DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. CHARTrf WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frarta Single Panel and Total Frarm Width (in) Hoighl in) 30.0 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pas Neg Po s Nag Pos Nog Pos Neg 80.0 40.0 54.9 40.0 48.0 40.0 1 43.2 40.0 1 40.0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Heignt 30.0 ogle Panel and Total Frame Width n) - 36.0 42.0 47.7 id) 0.00 108.00 126.00 143.00 Nag Pos Nog Pos og80.0 54.9 48.0 1 48.0 1 43.2 1 43.2 40.0 1 40.0 CHART s3 Number of anchor locations required Frame Haight le) Single Panel and Total Frame Width (in) 30.0 36.0 42.0 47.7 90.0 108.0 126.0 143.0 H6S Jamb HaS Jamb Has Jamb HaS Jamb 80.0 6 5 7 5 8 5 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80- NON REINFORCED ELEVATION F.A. 1 08-00502 1 E Is"E NTS ID`TE 02/23/09 1-2 OF 9 1 L ROSERTOLOMASPE. 1422 wOODFORD RO LEWISVILLE. NC 270J 434LW-0609 rponuspna+nmp.com SIGNED: M22/2017 I0y r% ENSF qs D,61261 x A iATT OF 't, O. F 0RkOt' • 2 NAsOi10?`\ Luis R. Lomas P.E. FL No.: 62514 RVA 6 1/2' MIN, REV 0cscR"oN DATE APPRMD EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. MIN. 1 3/8' IN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. W000 FRAMING EMBE MEN OR 2X SUCK D REVISED INSTALLATION DETAILS 08/05/15 R L. BY OTHERS 1/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM 10 WOOD _ SCREW SPACE 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1Mw. INTERIOR EDGEE DI DTANCEZYEXTERIORpi5t F7 INTERIORSET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS j10 WOOD MIN. SCREW AENT WOOD FRAMING OR 2X BUCK BY OTHERS L I.L UIJIANGL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTA LLA TION 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 J EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS oRArx owc &0. F. A. 08-00502 SCALE NTS I d'r 02/23/09 S'M3 OF 9 L ROBERTO LOMAS P.E. IJMWOODFORDRDLEWISVIILE, NC2TOM U 68,l-0609 Ibma L'IxrusO.com SIGNED: 0612212017 0 9s'i jt51 t • * = O: STTAATTF6 OF •t f40R10 • G?\. Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1 EXTERIOR 1/2" MIN EDCE 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 4S OR RILUNC INTERIOR L TO BE SET IN BED OF APPROVED WANT 1 /2" MIN. EDGE DISTANCE 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX, SHIM SPACE RLvislow5 RN OESCRLPT10N D"TE I PROvm A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DEALS 06/22/17 R.L. 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 DRANK: DN'C NO. F.A. 08-00502 V-' E NTS I D"TE 02/23/09 "4 OF 9 L ROEERTO LOMAS P.E. 1432 WOODFORD RO LEMSVILLE. NC 27022 6/fi0009 .mm SIGNED: 0612212017 1Ut I IIIp) 0 9s i 7ACT4E OF RvDt Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN. I• MIN, REV DESCRIPTION DATE .PPROVO) SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTLNC 10/15/13 R.L. 1 1/4" MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. a 1 1/4• MIN. EMBEDMENT D REVISED INSTALLATION DETAILS 08/OS/15 R.L. EMBEDMENT ------III III--- 1/4' MAX. CONCRETE/ ° • , 1 I I SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. Sj MASONRY —1 Ei BY OTHERS a OPTIONAL T EDCE •' IN: BUCK TO BE I DISTANCE .' INTERIOR PROPERLY 1/4• MAX JSECUREDI SHIM SPACE •. .. SEE NOTE 3 SHEET 1 r - -- 3- 3/16• TAPCON MIN' SEPARATION • . EXTERIOR INTERIOR ','° • 3/16• TAPCON SILL 70 BE SET IN ' ' EXTERIOR A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL h 3/16 TAPCON CONCRETE/MASONRY OPTIONAL IX BUCK CONCRET&MASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ 1 _ 9 CONCRETE BY OTHERS T NOTES: n 1 1/4• MIN. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND.101NT SEALANT BY OTHERS TO BEe . •• DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 2 7/8- MIN. 1' MIN. MI WINDOWS AND DOORS LLC `11'IIIIIII SEPARATION EDGE DISTANCE 650 WEST MARKET STREET \S R. Cpij VERTICAL CROSS SECTION GRAT2, Pa 17030 •G E N SF'J, CONCRETEIMASONRY INSTALLATION SERIES 430 SGID = *• 0 51 * — 143" x 80" NON REINFORCED _ FRAME INSTALLATION DETAILS —¢= p • TAT OF O Dpwv 08-00502QicO•[ NO..RAiIO1?a•G`\ SCALE NTS I DA'c 02/23/09 —5 OF 9 L A09ERrO LOWS P E. a I+3-'V0"FOA0ROLEwrSwLLE.NC?7= Luis R. Lomas P.E. ljw4m.OW9 ' awUscumx p,c FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT MAX SHIM SPACE EXTERIOR I I I I t l I I I I. I I INTERIOR cwc vw1'uvuc 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 SET IN APPROVED MIN. AENT 1 3/8" MIN. EMBEDMENT T 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMINC OR 2X BUCK BY OTHERS 1/ a• MAX, SHIM SPACE RLV DESCAI-TXM DAZE P RWED A ADDED CMARTS 03/06/12 R L D REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R,L ' D REVISED INSTALLATION DETAILS OL/O5/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTAUA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRA-- DWt Ro, F. A. 08-00502 SCALE NTS 0A1E 02/23/09 1-6 OF 9 L. RWRTO LOWS RE I/ 22 WOODFORO RD LE WIS YULE. NC:7023 134- US-00 y I3—s&k..vpo can SIGNED: 0612212017 1 111ILI0//'/ i l. cx51 TATEOF0R10,• G 2` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. _ EDGE DISTANCE METAL STRUCTURE BY OTHERS _ 1/4" MAX. SHIM SPACE Y10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED LLANT 10 SMS SELF DRILL SCI 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 Elf 12 1 1/2' MIN, EDGE DISTANCE j10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. F SHIM SPACE rLV610N; REV ocscR,vr DATE ARPRO4m A ADDED CRARTS 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. 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 Drwm Drt No. F.A. 08-00502 MAZ NTS I D'TE 02/23/09 s'M 7 OF 9 L. R08EATO LOALAS P E 1432 WOODFORD RD LEWISVILLE. AC 270ZI 34.6db060 iCorrusQDYbruapo rorn SIGNED: 0612212077 LPL i l to GENS;'9J, 5'1 o TAT 'jEcOF O. F.ZORMtSONA11Ee\ Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1" MIN. EDGE DISTANCE d. a- 1 i/4- MIN EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 1/4- MAX SHIM SPACESHEET1 3/16" TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. EMBEDMENT 1. MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8" MIN, 1 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&AoSONRY IAISTALLATION 1/4- MAX. SHIM SPACE 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVODNS RCV D^SCAFr*N GATE AFPRO.W A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMS INSTALLATION DETAIL CONCRETEIMASONRY 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: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 71111111I11, R'.lD GRATZ. PA 17030 J S 9s, GENo SERIES 430 it 6 * 143" x 80' NON REINFORCEDEIN FLANGE INSTALLATION DETAILS ATE OF :Z iOF [OR1Dh • 2: A iJj' DRAAK owc .0. xv F. . 08 02 E NTS 02/23/09 00 8 OF 9 L ROSERTO LOMAS P.E AM WOODFORD RD LEWISvnLE. NC Z7023 Luis R. LOTOS P.E. 434-4&E-0G07 r0an+s+dnaspv.o FL No.: 62514 RLVL$IDNS RN DCSCfdVDON DATC MPROVED A ADDED CHARTS 03/06/12 R.L. 8 REv1SED PER NEW TES OIC 10/15/13 R.L. 1 5/8' MIN. J C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EDGE DIST. I 0 RLASEO INSTALLATION DETAILS 08/05/15 RL. E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRIM d d 1 1/4' MIN, INTERIOR EMBEDMENT MASONRY/ A--- BY 1X BUCK BY OTHERS. HOOK1X BUCK TO BE PROPERLY SECUREDBY METAL STRUCTURE EO1 2- MIN. NCE OTHERS3/16•—+ TAPCON TRIM EXTERIOPANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP 10 SELF ORILUNG SSCREW PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8` MIN. EMBEDMENT NOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. HOOK STRIP NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE B 10 WOOD DESIGNED IN ACCORDANCE V1ITH ASTM Eel 12 SCREW SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET GRATZ. PA I111111r,7L T/ J S R'.LOtij i E2X &ICX4N000 FRAMING 17030 G N ScL`''r SERIES 430 SGD k• jo 5 x 143" x 80' NON REINFORCED y,T,/,,, 64 _ HOOK INSTALLATION DETAILS p : Tg7E O" p 0,,• ORAwn. DM'C No. r Lu` R[v 0RI0;'• i 08—SOL0592 E ',//SSjONA iti C,\`` sc aE N7S DATE 02/23/09 OF 9 L.RORERIOLOMASRE. I432 w000FORD RO LE WISYd-LE. NC:7LZJ Luis R. Lomos P.E. 434-63$-W9 +uonu p61omarpo CM FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORID4BUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. 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 ORENGINEEROFRECORD_ 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 ANCHORCALCULATIONS. 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 R .QV2. D FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 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 DONOTREQUIREWATERINFILTRATION, 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 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 I'• MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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 I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM, 6063-T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 rINSTZLATION DIET DFSGRP110x I DATE I APVWX, A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L. C 0 ADDED FlANOE INSTALLATIONS REVISED INSTALLATION DETAILS 12/06/13 O8/05/15 R.L. R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET AAA7111Irrrr/ 5 R' 0 9 • GRATZ. PA 17030 E ry ' SF . SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES OMD M0. RLv Vie•: = 70 ; TATE DP iiFS' • OR%'D 08-00'. E k Luis R. Lomas P.E. TS DAB 02/23/09 s"'1 OF 9 L RODEATO LOADS P,E. 1432 K000FORD RD L£WISVXLE• AC77= 47+LB9ofA9 iaarus£rilomawcom FL No.: 62514 RIVL$IDKS 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17" 6- MAX ODC F -I - 6" MAX i 6MAX 17" E 9 6' MAX FRAME HEIGHT 6- SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40. 0PSF NAVE SEE CHARTS r1 AND r2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUm PANEL SIZE- 46 w, a 95• MAXIMUM D.L.O.' 44 314• x 90 SB• HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMNUM4 6063-T6 RE W FORCEMENT (666) AT ALL PANEL INTERLOCKS JNJNUM 6063-T5 REINFORCEMENT (4237) LVTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK DESCRPrON A JADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART 81 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATIONS RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Desgn pressure than (p4 Frmm Shgb PWW and T01.31 Franc Wr01n (o) H1ynl J0. 0 1 3A0 420 1 47.7 In) 9A00 , 70L00 126.00 143.00 Pos Nep Pos I Nog Pos Nog Pos Nap 64, 0 40.0 60.0 400 579 400 520 400 480 o 400 80.0 40.0 54.6 40.0 489 40.0al 92040A59fi40.0 51.7 40.0 4fi.T 40.09A0 40.0 566 40.0 9 0 40.0 43.7 400 CHART r2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 DDSIgn pressure chart (pA Frarre Sago P" and Total Franc YAM I.) HOIyIR 30.01 no 420 A7.7 90. 00 f0A00 12A00 143.00 Fos I Map I Pos I Nog Pos Nap Pos Hop 0 60.0 1 600 1 57.9 S7.D 52.0 52.0 48.0 480 r6. 0 60.0 80.0 54.6 51.6 46.9 a6.9 45.0 45 0 920 59.6 596 1 51.7 1 51.7 46.1 46.1 423 1 423 96. 0 56.8 568 1 A9.0 1 49.0 43.7 43.7 40.0 40 0 CHART a'1 NumDar07ancAar ICCJ110nsra0ulr0d Franc StOo P" cW Taal Franc Wlmn (m) Md10N 30. 0 35.0 t2.0 1 47.7 90. 0 704.0 126.0 1410 Nis I J4mD x65 Ja mD xLS Jamb HtS Jamb 64, 0 0 6 7 6 tl 6 9 6 Sao 7 6 7 6 6 1 6 1 9 6 920 7 8 7 6 6 8 9 6 96. 0 7 6 7 6 6 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2• PA 17030 SERIES 430/440 XIX SCD _ 143" x 96" REINFORCED ELEVATIONS ORAmr: I DWG KO. F• A- 08-00503 SGli NTS I a'n 02/23/09 -2 OF 9 L. ROBERTO LOA"S P.E. WOODFORD RD LEWra9aLE. NC 27023 A. W-w$-0609 r9am S40kj u>yr - DATE APPROVED 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 RL. 08/ 05/15 R.L. 06/ 22/17 R.L. SIGNED: 0612212017 ENSF9s 0 51 *' E OF , Fs; : c 0 RIDS; •G'\ OMA 11\\ Luis R. Lamas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 3/8' MIN, 1/4- EMBEDMENT MAX. SHIM L_ 10 WOOD . SPACE 1/2' MIN. SCREW - EDGE DISTANCE 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II IT 11 II II II INTERIOR N L 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 E2172 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS REMSONS REV DESCRIPTION PAT( APPROIM A ADDED CHARTS 03/06/12 R.E. B REVISED PER NEW TESTING 10/15/13 R,L- C ADDED FLANGE INSTALLATIONS 12/06/13 R.E. D REVISED INSTALLATION OETNLS 08/05/15 R L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. r SHIM SPACE INTERIOR EllIF 10' r0 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK 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 F.A. 08-00503 scv[ NTS DAB 02/23/09 —3 OF 9 L. ROSERfO LOMAS P.E. IJ32 WOOOFORO RD LEWISVUE. NC 2, an 7.E-0609 momuCarro,narP,m,,, SIGNED: 0612212017 VS 11 IIli/0 i/// J J E NS, G o„626t • x' O'. <v 0RID C) Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILUNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 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 JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 AS OR RILLING 1/4" MAX. I r SHIM SPACE I 1/2" MIN. EDGE DISTANCE INTERIORr n 10 SMS OR SELF DRILLING SCREWS TO BE SET IN IED OF APPROVED LANT METAL - STRUCTURE BY OTHERS EXTERIOR REMSONS REV DESOmr10N DATE A ADDED CHARTS 03/06/12 8 REVISED PER NEW TESTING 10/15/13 P'L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS OS/05/15 E REVISED INSTALLATION DETAILS 06/22/17 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 DRAWN: DWL n0. F.A. 08-00503 SGLL NTS JDATE 02/23/09 S"M4 OF 9 L ROBERTO LOrAS P.E. 14V WOODFORD RD LEVRSVILLE. NC 2,022 U3{d60600 r, wwsv0,bnu w — SIGNED: 0612212017 G E IV9F pTAT OF C i O'. 0 F< OR\ 0' •G`: OMA `LE\\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX 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 EDCE DISTANCE I 1 1/4" MIN. i' n EMBEDMENT 1/4' MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT 1. MIN. EDCE DISTANCE 3 MIN. SEPARATION c . a 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT • j . .. . CONCRETE/MASONRY BY OTHERS 1 1/4• MIN. EMBEDMENT a: 2 7/6-• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1/4- MAX SHIM SPACE ACV DC5pVPII0. DATE APPRWED A ADDED CMARTS 03/06/12 R.L. B REVISED PER NEW TESTWC 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 03/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/9 R.L. 1 INTERIOR , I I II II u NEI, -L EXTERIOR nt:l JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: L INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS ILC 650 WEST MARKET STREET t11ICI, o,,, S .-. - GRATZ, PA 17030 v .\C E N SERIES 430/440 XIX SGD 1 0„6Z51 ,t 1 43" x 96"REINFORCED FRAME INSTALLATIONLATION DETAILS t• $$TAT OF 0Ac. cIORIOP'"ZI SSIOI DRAWN: Det rro. Rcv 08 E scut NTS E' DATE 02/23/09 .53 OF 9 IIAI L ROB_RTO LOMAS P.E. 1+3?WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. 4-u-C440609 loon FAwl P, o FL No.: 6251a D FRAMING t 2X BUCK BY OTHERS Q10 WOOD SCREW EXTERIOR fl O WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. I EDGE DISTANCE I1 3/8 MIN. EMBEDMENT 1 1 3/8' MIN, 1/4. EMBEDMENT MAX. SHIM I---- SPACE 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING I OR 2X BUCK BY OTHERS 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 V4TH ASTM E2112 1/4' MAX REVISIWS R[V DESCRIPTION CaTE APPROVED A ADDED CKA.R S 03/06/12 R.L. D 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. SHIM SPACE 1 INTERIOR 1 I EXTERIOR JAMB INSTALLATION DETA/L WOOD FRAMING OR 2X BUCK 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 DRAWN OMG No. F.A. 08-00503 SCALE NTS O`TE 02/23/09 s"E 6 OF 9 L R08ERTOLOMtSPE 1432 wODOFORD RD LEMSVILLE. RC 2:0= JJJ.67R•Q709 NpmJS blomZYp.fgm SIGNED: 0612212017 N C, FLtot o i fG i c N S gip F• _ TA TFFE O F O . A, to 0R10hLuis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. _ EDGE DISTANCE CA 1 CMIUN r I c—Wv 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 1/4" MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2• MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS IiM51DpS IKV OES RvnoN D.TE MMOVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 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 17030 SERIES 430/440 xlx SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS D x'+t orc No. F.A. 08-00503 x'IE NTS DATE 02/23/09 SREEr7 OF 9 L ROBERTO LOMAS P.E. 1 472 WOODfORD RD LEWISVILL E. AC 270^J' SIGNED: 0612212017 IIL/o4f GENS 9s'% it 0„6 51•. x' T((AAT44E OF i P• R i cA`S • 0 R lD; •G' kf -Z Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS i 1 1/4' MIN. 4 EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY I SECURED 1/a` MAX• E NOTE 3 SHIM SPACE SHEET 1 I` I 3/16' TAPCON EXTERIOR 3/16- TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE 1MIN, EDGE DISTANCE ° a 3- MIN. SEPARATION ° I 3/ 16, TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8- MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS OESCRIPIWN DATE APPR01m ADDED GNARLS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANCE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. x JS— JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION 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 SIGNED: 05/2212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111IrIIr S R C 4fYYii GRATZ. PA 17030 GENS, 9p k• 1a 6251 x SERIES430/440 XIX SGO 143" 96' REINFORCED FLANGE INSTALLATION DETAILS i ;; $$$TAT OF O• ' c( ORiOP • \'\ iFS•••.-• G ORAWN: oNC NO. ALV OS _ E M11111111E,\\`\ scUNTSOTE02/23/09 83 OF 9 L. ROBER TO LOMAS P.E. 1432VIOMFORDROLSVT$ ViLLE.NC2TOaJ Luis R. Lomas P.E. N• 63Y•01o9 ffl&w%,bW+ Sp. rn FL No.: 6251a 1 5/8' MIN. EDGE DIST. TRIM —` INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP n 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, I BUCK TO BE FLPROPERLY SECURED 3/t6" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION M4SONRY/CONCRETE METAL STRUCTURE —N BY OTHERS TRIM --,, INTERIOR HOOK STRIP krAS0 5 RLV DESCRIPmN MTE APPROAD A ADDED CNARTS 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 106/22/17 1 R.L. 1/2' MIN. EDGE DISTANCE 10 SELF DRILLING I SCREW 1/2" MIN. U PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCWWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA.17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS - ORnXN: OMC n0. F.A. 08-00503 scuF NTS I DATE 02/23/09 s'w9 OF 9 L RO6ERTO LOM" P E I. M WOODFORD RD LEMSVCLE. NC 27073 434-688.009 momas©kiwr sa+.00m SIGNED: 06,2212017 R. L p 6125 t TTART O0F : L oLORol, - Luis R. Lomas P.E. FL No.: 62514 i tip RegulationBusiness & Professional NO" BCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Stets A Facts Publications I FBC Staff I BCIS Site Map I Links I Search I t7 I M :t r' Product Approvaldbra (i W USER: Public User i Product Approval Menu > PrrOduct or Application Search > Aopllcation us[ > Application Detall P OFFICE OF THE FL # FL9174-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived 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 i 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@Overheaddoor.com Quality Assurance Representative I Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 1 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 I 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 DAS MA-108 DASMA-115 Year 2012 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 EDuly WD2017-OO1112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 SummarV of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' 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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 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. 9174.3 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. Installation Instructions FL9174 R12 11 0228-318958-138 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suvp signed.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0229-318959-P9 S.Ddf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.Ddf FL9174 R12 II 324620 P16 Jamb Connection Supo sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0230-318960-P10 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.Ddf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - 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 F0174 R12 II 0231-318996-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' 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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FL9174 R12 II 307494 1311 Track Supplement Chart sioned.Ddf FL9174 R12 iI 324620 P16 Jamb Connection Supp sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' 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 0235-319623-P7 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 319040 PI Post Istall Instruttions signed.odf FL9174 R12 11 324620 P16 lamb Connection Supp signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.2DF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max he 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 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slgned.odf FL9174 R12 li 324620 P16 lamb Connection Suop signed.DdfImpactResistant: No Verifed 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 AE WD2017-001112 Evaluation Reoort - 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 Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odfImpactResistant: No 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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 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 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 li 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 319040 PI Post Istall Instructions slaned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SURD signed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 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 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 319040 PI Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDo signed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoplement Chart seuned.pdf FL9174 R12 11 324620 P16 Jamb Connection Suop slaned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 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 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 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 11 0601-319027-P5 S.Pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PS1 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop sipned.odfImpactResistant: Yes VeriFled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: - Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 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 FL9174 R12 II 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slpned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 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 WD2017-601R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 11 0603-319029-P6 S.Pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Traci; Suoolement Chart signed.ndf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 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 WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 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.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Traci: Supplement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas, P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF 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 FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 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 WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Part/: Yesdoor. 9174.17 5120/S14O/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0606-319032-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sipned.pdfImpactResistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.pdfDesignPressure: +30.00/-33.50 Verlfled By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0609-319035-P6 S.pdF Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PH Track Supplement Chart sloned.odf FL9174 R12 11 319040 PI Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp sloned.ndfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yesapro•-, 9174.19 5140/6100/9400/9600 40608 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 II 0608-319034-PS 5.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 II 324620 P16lamb Connection Sup) sioned.pdfImpactResistant: No Verifed 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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. B'-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 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 Pll Track Supplement Chart sioned.Ddf FL9174 R12 Il 324620 P16 Jamb Connection Supp sloned.pcifImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 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 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Next Contact Us :: 2601 Blair Stone Road, Thllahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Coovilaht 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. 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 hare . Product Approval Accepts: LNEM-272- im Credit Card Safe e - , o. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence i 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, IN L----z4 Gordon Thomas, P.E. FL PE # 46718 t ' , 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 Dwayne Kornish Engineering Manager Prepared by: Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 Date: December 22, 2017 I. Introduction/ Scope OQ vGENSIc 9 i No. 46718 O STATE OF <C/ S/ONAti- \\.. 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. 11. 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 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. 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 ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will 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 9174.5 Model# 9605 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9° Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf 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 1A — Doors under Evaluation FL 9174.6 FL 9 774.7 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 / 43.70 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 I — Doors under Evaluation ;`\'°N °-.T% NO. 46718 Cn 74• ` t Z Z J 'i STATF OF 40RIDA ..• 2/5/ OVAL 5N' 11111141 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 26.901 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 Rating Q- Table 1C — Doors under Evaluation — FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0. 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" W x H) Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 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 Rating Table 1 D — Doors under Evaluation C. Conclusion GENSF • 9 No_ 46718 tu STATE OF _4(/ F ORIDP N ONA M11 412q,01 7 C' Lw i 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 51h Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) 1 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 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 13 CA HONZ ANGLE - TOGETHER wM A MNDNM OF (6) F641' SCREIYS IMSTALLED GY TOP OR UREp401ATE SECTION (WM OR YATHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHORN ON THIS DRAWNI GLAZING 13 CA FLAG ANGLE - SHALL HAW.. A MAAIMUM FOCHT OF 13.73' AND A MAMMULI LENGTH OF 1615'. GLA21MG IS NOT IMPACT 16 GA MIN KGRIZ. RESISTANT AND DOES NOT MEET ME REQUIREMENTS FOR TRACK WAND -BORNE DEBRIS REGIONS s/Ian—s/B L DOACT RESISTANT GLAZINO OPTION - IMPACT UG SCRCYFS RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP MN 3 AS OR INTERMEDIATE SECTION (WIN OR MTHOUT DECORATIVE SHOWN) IIISERTS GLAZING SHALL BE 1/4' MAKROLON-Aft 16 CA MIN VERT- POLOIATE OR EQUAL GLAZING SHALL HAVE A MAMNU HEIGHT OF ISM; AND A M MUMA LENGTH OR TRACK GLAZING IS WI•ACRESISTANT AND DOES MEET THE REQUIREMENTS FOR VJMD-BORNi DEBRIS REGIONS. 5/16.1-5/11' LAG - SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS SCREW AT EACH GLAZED SECTION REQUIRES REINFORCEYEMT BRACKETS JAMB BRACKET ATTACHEO TO U-BAR ON UPPER INTEGRAL MB (SEE OCTAIL C SHEET 2)). 16 CA J-STRUT SCREWED TO LOWER 1/4- TRACK- NI NTEORALRJJ OF SECMOM AND OPERATOR STILE TO RE BOLT AND 1/4-2D HEX FACTORY INSTALLED. NSEALIER SHALL FIELD INSTALL (1) NUT AT EACH JB JAMB 1/ 4 TO/&' SELF DRILLING CRIMPTITE SCREWY TO ATTACH BRACKET LOCATION THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT ME CENTMNE OF ME DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A UAYJWUM OF 6- O. C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET MEOAOVE PRESSURES 4. NET LOCO SUOE LOCKS, OR OPERATOR REOARED. 15 GA STUFEHEO s. SECTION SHALL BE CONSTAUCTEO MTH FOAMED IN JAMB BRACKETS PLACE POLYURETHANE FONT INSULATION CHEMICALLY SEE SCHELDULE FOR BONDED TO 30 CA MIONM FACER STEEL AND A QUAMTY. LOCATION. POLVLAMINAIE BACKER. OR 32 CA STEEL BACKER. END AND TYPE CAP TO HAVE A MNUNY 1.1' DEPTH. 1. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR AIDE LOCK• ELEL04TS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WM OPERATOR STRUCTURE AND IN ACOOROANLE RM CURRENT BUILDING SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON THIS DRAWNO LOCK SHOWN FOR 7. DOOM JAMB TO BE MINTVUA 2W6 STRUCTL7UL GAADE CLARITY LUMBER. RBI" TO JAMB CONNECTION SUPPLEMENT FOR SECTION C'.Ol)'< (4) SCCTIOH SOLID ATTACHMENT TO SPPORTING STRUCTURE. DOOR SH SEE SHEET 2 FOR U-BM LOCATIONS I LOUVER OPTION - 04D' MINIMUM LOUVERS IN MOLDED ON DOORS WITH OCHER FR/ WES SCRCYID TOGETHER WTH A 1@DJUM OF (4) SECTION OMAHTIt1ES AND F6a1' SCREWS INSTALLED IN ME BOTTOM SECTION. SEE NOTES I AND 2 ON THIS SHEET FDA GLAZING LCUVE 95 ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REO IREKENTS FOR YOM-BORNE DEWS REGIONS. OPTIONS' LOUVERED SECTION RCOUIRM OPERATOR STILE TO BE FA(•. TMY INRTAIFD AT MF CANTFRMNF OF MF DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX ORDOWIDTH16'- O. DOOR HEIGHTLOAD EACH JAMB (PLF) ALL 2D72 -2304 14,- 0" ALL Ie1J -1./ Al1Y-0' ALL 1554 -120 10-- O' ALL 1295 -144.0 L, LYTLIEJKo ,TIHT777'' p ....... S •• .. UCENSF'•.'L tp NO. 77945 O •' STATE OF •. AL ENO.`• MTPA(I, IKO141A. Is" COIHoROADHn 1t 7Ta.1 iK K I174Y PROFESSMAL DNO" EUtl SEAL PROVOG QILY FOR 1SIVV:ITIIY O AHRDAR CDH311R1CRRN DCvxs REOUIRED Q/ DOOR 1ID1H5 1E55 TMAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE DOOR 11CIOR NO. OF SECTIONS BRACKETSEACH JAMB) LOCATION OF CENTERUN OF JAMB TRACK BRACKETS MEASURED FROM BOTTOM TYPE OFTRACK ( ALL DIMENSIONS 2 2') T-0' 4 A O ' J13. 1 O , 25-1 2JB . 34 JO , 45-1 4 OQ, N" J 7'-0' 4 6 FAT .0 , ILO (JB). 21-34 JB . ?s-3 4' Je 41 JB 63-1 a- JB e'-0' 5 e CAJB t3' O 23 JB 34 JB 47-1 4 01. SY A 67' OI, 75 JB 8'-0' 5 B FAT ' JB . 70 JB 21-34' JB), 29-34' JB , 46 (JB 51-1 4' JB , 66' (JB). 75-1 JB To NCH LIFT ROOF PITON SEE NOTE BELOW! FOLLOWNC DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WM 1/4-2099/16- TRACK BOLT AND HUT. FOLAOIAMC DNENSON DENOTES QUICK u,S1AL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT, NO ADOTIOXA HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITH HIGH LIFT, ROOF EACH. AND/ OR GREATER THAN B' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. Wayne STATIC PRESSURE RATINGS APPROVED SIZES SC DESIGN ( PST +25.90/-26.80 MA% KIDTH: 1 --g- MDalton. h5T (PST} +3B.B5 -43. 20 MA% SECTION TGHT. CR IMPACT/CYCUL RATED (YES/ NO : YES MA% SECTION HEIGHT: 21" CH GARAGE DOORS MODELS 5120/9100/9605 DIVISION OF OVERHEAD DOORCORY 9COLA. FLORID JY PENSA514 WNDLOAD SPECIFICATION OPTION CODE 0230 6501474-9690 CHANGES TO GENERAL MAT AND CHANGED JAR FASTENER TYPE END CAPS AND TOM RETAINER. AIDED CENTER HONE ICE AND ADDED VIER OPTION. DICED STRUT 4TIFICATION METHOD 4 COLORED PAINT TO JIM NUMBER. 3/B/ O6 ADDED SUPERUPOSED ION PRESSURE LOADS SuPPORTNc UCTURC AND RIFIED NUMBER OF RENERS AND CENTERCESRCOLRREO FOR tROWFR DOOR W DTNS 1 5/10/05 ADDED IMPACT ZSTANCE 10 DOOR. ED MODEL 61DO. UTEO NOTE B TD TE THAT LOUVERS NOT IMPACT MAN,. 6/K/ 07 MD IFED JAMB U3KET SCHEDULEFOR1 OPTION. ADDED LFIR ICE DETAIL SHEET 2- 14/17/03 7/ 22/Oe UPOATED TIRE 0/26/10 ER31526 ED 9605, AND 2ER NOTES 5/23/ 2017 SHEET 1 OF 2 ORAWND PART NO. I RCV. 318960 P10 13 CA ADAISTABLE TOP RACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTA= FIXTURE ATTACHED TO 1WTH THE (a) PEE-P1wCRED TOP FIXtURE ARE -PUNCHED NOTETHRU HOLES EACH END FACING UPWARD IN BDTTOM OF U-GAR / AND ATTACH END CAP AT MTN ( 2) 1/4-14a5/9' EACH CAD wiH (z) I/1-,.>7/a• . ER 11OL 50iEW5 SELF DRLLWC IIPTITE SCREWS FOR STANDARD TRACK AND (3) O 1/ 4-14x7/B' SELF DRLLWC C: OMPTRE SCREWS FOR LOW 0. HEADROOMTRACK (2 OF W UCH . . ME USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLOE ATTACHED TIT USED ONLY ON IMPACT PRE - PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WTH LAZED SEC110N - 11 MTH ( 2) ,/4-laxs/e' CRWT17E SCREWS. THE (a) PRE-PUIK HEO HOLES EACH END CA REINFORCEMENT USE VEWKG HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH TIM ENO GRACKET ATTACHED PROPER AUGNMEHT OF ROLLERS CAP AT EACH END WM (2) 1/h14>7/a• WM (4) 1/a-tail/a' 1 SELF ORTLLING CRIPTITE S SELF LINC 13 CA HINGE ATTAC ED EXl PTK)Y*E ]ON' U-BM PLACED OVER TOP CONPnTE ECREYS (2 WITH ( 4) 1/4-14d/5' / RIB ON THE BOTTOM SECTION SHALL OILY THROUGH BOTH MwT, nTE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH GRACKLT AND U-GM) WHICH ME FACTORY END WITH (1 T/14a7/e• SEur ORRIUMG ATTACKED) CRIMrnTE LOCATED ON THE DETAIL G BOTTOM PLMCE OF THE U-OAR NKTE DUE TO CLEARANCES REWIRED TO 1' NYLON S10R6:AR0 INSTALL SGREW5 AT THE ENDS OF THE ROl1ER W-TH • U-BARS ALL U-BARS SHALL BE 4EL/ Y STEM DETAIL R INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SIIDFS AND TOP FIXTURE ON THE U-BARS. SEE ATTACIIMEKT NOTES mR THIS SHEET. la GA HINGE ATTACKED PLACE U-DM OVER INTEGRAL AND ATTACH wTK ( B) 1/4 20As/a' r CRIMPTITE SCREWS (2 OF MTH ( 2) /4RIB 1/4-20a' . M CM ARE FACTORY TIT 0811PTITESCREWS U PUNCKED HOLES AT ATTACEID. 3 OF WHICH EACH INWEIOIEOQTE HINGE ME FIELD INSTHUrn INTO LOCATION (1 THRU FLANGE TOP LEAF. t OF OF U--BAR AND BOTTOM MUCH IS T1FLD INS TELHINGE LEAF AND I THRU THRU PREHOLE WEa OF U-BAR AND IN U-BAN DETAIL C INTEGRAL RED OF SECTION) 12 CA BOTMU BRACKET iACTORY ATTACHED W M 1 1/h14a5/8' PLACE U-aM OVER INTEGRAL RB WITH DOWN BUTTON TTESW£WS NOTCH TO CLEAR BRACKET AND ATTACK THRUONO CAP AT EACH END WTH 1) 1/4-14x7/8' SELF DRDLNG CRWPTLTE SCREW AS FOR _ ACT RESISTANCE, SHOMIN AND USE (1) t/4-14x7/a' SELF THEaOTTOMBRACKETMUSTBESORE4ED TO ME BOTTOM DIOWNC CRIYPT SCREW ACROSS BOTTOM OF THE BOTTOM U-BM AT U- BAR WITH 2) 1/h14x7/B' SLZF DETAIL D EACH PRE -PUNCHED HOLE AT EVERY HINGE LOCATION. USE (1) 1/4-2=/a' D , ON ,,TIE SCREWS SEE IMPACT BOTTOM BRACKET CRIMPn7E SCREW AT ALL TIMER PRE - PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET 1 1/4-14x7/a' SELF DRCLUNG CRIMPTITE W AT CENTER LINE OF DOOR THRU J- STRUT t OPERATOR BRACKET. MOM J-STRUT 4 SCREW ONLY REOUREO ON IMPACT GLAZED SECTIONS SEE NOTE 111111 RI x3 4 MIN STAINLESS s WITH STAINLESS- BACKED RUBBER WASHERS ' 3- 1/Y O.C. MAX ' 1/ e' GEM CE / Y ICENS6 • •/ • ULTRACLAZE No. 779I5 SSG4000AC a1RUC" AL I SEALANTOREQUIVALENT Cl STATE OF : FAGOT STEEL FS / F<ORAO .• 10NALt DwA, 7F ,{ Ao1Ro9A T 4576 OXMTY ROAD IN NNDIi VOC an rt It 71m rx PE HTUW FlolEssw U,mBui'E "AL PROWOEO HOAY rDA WNICwrW Or Wn OA. Hz —1 CIM MIMLS LION - STRUCTURAL DECORATIVE INNER / BwDON 7RIM DETAIL "_. E ATTA04 BOTTOM BRACKET TO BOTTOM U-OAR WTN (2) 1/ 4 14a7/8' SELF GRILLING CDMPITE SCA'm IMPACT BOTTOM BRACKET 5) SECTION DOORS NTH ( K1 3', 18 CA, BD NSM (1-BARS LOCATED OVER INTEGRAL RIDS AS SHOWN 4) SECTION DOORS L WTH ( 5) 3% la GA. T 80 KS U-BARS LOCATED OVER INTEGRAL RIDS AS 1. ALL U-BARS SHALL BE ARCED OVER INTEGRAL RMS AND ATTACHED THRU PRE -FUNDED HOLES MTH (2) 1/h14t1/W ODNPTITE SCREWS AT EACH INTEAMEwATC HINGE LOCATION, (2) 1/ h14x7/8' SELF DRUM CFUMPTTE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHUM. (2) 1/4-14a5/a- ORIMPTITE SCREW` APPROXIMATELY MIDWAY BETW`E" END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-H4x5/8• CRRPD7E SCREW APPROXIIATELY a' FROM EACH END, FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS AITACENC EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAW A TOTAL OF (18) SCRETIS EACH. FOR ODOR WOTHIS LESS THAN OR EQUAL TO 12'- U', THERE SHALL BE A TOTAL OF (18) SCREWS ATTACHING EACH U-BM EXCEPT BOTH U-MARS ON BOTTOM SECTION NON- STRUCTURAL DECORA11YE SHALL HAVE A TOTAL OF (4) SCREWS EACH. OUTER WINDOW TRW 2. MTH THE EXCEPTION OF THE (8) PRE-PURCHED HOLES w 1/ 4• POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SUOES AND THE (W) PRE -PUNCHED HOLES IN THE BOTTOU OF EA04 END USED FFOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS sPECFRGATM ORAWNC. ALL PRE -PUNCHED HOLES IN ALL U-8ARS SHALL BE 1 ATTACHED TO ME DOOR WITH 1/4 14as/e' CWPnTE SCIEYS. J 3 18 CA U-BARS SHALL SE STAMPED '46' APPROXIMATELY 8• FROM EACH END. Wayne Dalton. GARAGE DOORS tlM" OF OVERHEAD DOOR CO 3395 ADDISON DRIW PLNSACOLA. FLORIDA 32314 N11501 474-9890 RATINGS I APPROVED SIZES CHANCES TO GENERAL TUT AND CHANGED BAR FASTENER TYPE END CAPS AND TOM RETAINER. ED LNGCENTERHINGE ICE AND ADDED EVER OPTION. GM STRUT ITiRGATICN METHOD N COLORED PAINT TO MPED NUMBER. 3/a/ M ADDED SUPERIMPOSED NGH PRESSURE LOADS SUPPORTING UCTURE ANDVTNUMBEROF TENETEDS AND CENTERCisREQUIREDFOR IRONER DOOR WIDTHS. 1 5/10/ 06 a/i/07 MODIFED JAMB CKEF SCHEDULE FOR OPTION. ADDED HER CK DETAIL SKEET 2. 1/17/05 ADDED IMPACT ISTANT GIALNC. ED TEXAS LICENSE 18ER TO TITLE BLOCK. a AND ADDEDPRCN Rtll AND ROOFrxNOTE. 7/ 22/D8 UPDATED TITLE eLOEx 8/28/10 ER31516 PACT/CYCLIC RATED ( YES/NO) YES IWAX SECTION HEIGHT. 21" CHECKED 4/6/06 1 MRB MODELS 5120/9100/ 9605 2 GF 2 DRAVBNG PART NO REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 14° MAX t i 12" MAX 12" MAX 12" . 1 MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. O.AYNE J. KORNLSM, PE 4376 COUNTY ROAD IW MOUNT HOPE DIUO FL PE 77945 TX PC U7K{ PROFESSONAL ENGINEERS SELL PROVIDED ONLY FOR VEWf1CA71M OF MNOLOAD OONSTRUC110N DETAILS PLATE LOCATION HEDULE E CLIP DETAIL P LOCATIONS E SCHEDULE ACK 13 GA MIN CONTINUOL WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP BOLTING DETAIL TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT 13 GA MIN CONTINUOUS WALL ANGLE TRACK a 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN \ - +( 1) 1/4"-20 TRACK CLIP SEE / OR CARRIAGE BOLT SCHEDULE j WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 0. 28" L 2 13 GA MIN CONTINUOUS WALL ANGLE 111{Iflrl/ I/ NE NO. 7794.5 NZ l '•. ORIDA••••' C1 ` S/ G``. A ..... • NAL EN \\ ter 11 GA MIN CLIP SEE SCHEDULE L I j 1. (1) 1/4"-20 TRACK OR CARRIAGE BOLT i 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 i 6'-0" 46.0 PSF -52.0 PSF 8'-O" 46.0 PSF/-52.0 PSF fflDalton. W AGE DOOR% 3395 ADDISON DRIVE PENa TRACKSUPPLEMENTCHART44-989032514 R El/I510Ni 2 WCN CK- CUPS-TEXAS L ANGLE 12 FOOT ATED 5/ 11/03 UPDATED FORMAT. 1EASED ALLOWABLE SSURES To i. 00/-52.00 PSF FOR DOOR VROTHS NGED ' TEXAS WALL 0. E' TO "CONTINUOUS L ANGLE'. ADDED STRATE MOUNTING li AIL. CHANGED TO N ND ANCHORS 4/ 2/07 CHANGED FORMAT. QED MODELS 9600 E024 WITH OVERLAY TRACK CLIP EDULL E/21/07 UPDATED MODELS ED IN CHARTS. SATED SPLICE d& CUP EDULES. 9/ 06/07 10/ 05/07 UPDATED CHARTS TO IwATE THE USE OF 08 CLIP (REPLACED H / 9 ACROSS THE IRD). 10/ 24/07 UPDATED STEEL UNTING DETAIL 1 D4/11/0B EXPANDED 1-1/2' TO 1/ 6' DOOR THICKNESS M UP TO 14' HIGH. 12/ 11/08 UPDATED TITLE ICK 5/ 2/10 UPDATED TITLE ICK REMOVED CHART. 11/ 15/13 UPDATED TITLE ICK. 15/15/17 SHEET 1 OF 2 DRA4ANG PART NO REV, 307494 Pil 2 3/4" f1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLIP SPF (G=0.42) OR _ _ _ _,_ BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEE CONCRETE MOUNTING DETAI D AYNE 1 KDMISH, IE 4576 COUNTY ROAD A0 DOUNT HDPL DHLD FL PE 77540 TX rE 117U6 NAPRDTESSIOL ENCINEEII'S SEAL PROV•DED DNLY FOR YE)WIWIDH OF WW=AD NlSMUCII DETAILS L 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- 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP 1II111J1!// ICENS gyp STATE OF S/10 III Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(850; 474--9989032514 ALL ANC.E 12 FOOT DATED U 5/11/03 5 UPDATED FORMAT. CREASED ALLOWABLE IESSURES TO 46.00/-52.00 PSF FOR L DOOR WIDTHS, 1ANGED 'TEXAS WALL VOLE- TO "CONTINUOUS ALL ANGLE'. ADDED V HD ANCHORS 4/2/07 CHANGED FORMAT ED MODELS 9800 18024 WITH OVERLAY 5/21/07 UPDATED MODELS ED IN CHARTS. IATEO SPLICE h CLIP EDULES. 9/06/07 UPDATE MWNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO ELNATE THE USE OF B CUP (REPLACEO i !9 ACROSS THE UPDATED STEEL INTING DETAIL 04/T1/OB EXPANDED 1-1/2• TO 6• DOOR THICKNESS 32T UP TD 14' HIGH, 12/11/GB ADDED MODEL 8700. SATED TITLE BLOCK 6/2/10 UPDATED TITLE CK. REMOVED CHART. 11 /15/13 UPDATED TITLE m 6/15/17 SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 RSO) 474-9890 J K0 vP' ICEJYS ry/' a = .tp , No.77945 p * *- 0' STATE OF S/ONAL 141MMU DWAYNE 1 [WINLSH. PE 4076 COUNTY ROAD 140 MOUNT HOPE ONTO FL PE 77943 TY PE 117963 PROFESSONAL ENCNEER'S SEAL PROVOED W4.Y FOR VCRR1GT10N OF WIMMDAO CONSTRUCTOM OETAAS. 1 6' MAX FASTENERS PERT---SCHEDULES 1 TNRU 4 MAXIMUMSPACING 6' MAX. ERNM " Z HEADER LOCK PWE BRACKET LUMBER a' 4• 2- 1') 3/8' SIMPSON T1TEN 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'. DETAR 1 MINIM 25D0 PSI [ONGRETL NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 20E5 LBS MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2xE FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2s6 43 rL HEADER LOCKSOUTHERNPULE8RACKET W48ER 8' 4' 4) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH DF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. DETA" 2 MINIMUM 2000 PSI GROUT FRIED CMU NOTE' MAXIMUM DESIGN LOAD CAPACITY OF 2400 LEE. MINDAUM 2.6 /3 XArKET HEADER LOCK SOUTHERN PINE LUMBER 4) 3/8• DIA. LAG SCREWS WITH 1-1/4' O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. DETAIL 3 NpIEL II MUM D tCN LOAD CAPACITY OF 2430 LBS. DRAWN SHEET I OF 2 1rwrrvrn REVISIONS Piz UPDATED TITLE BLOCK ESC 6/15/17 NAME JAMB CONNECTION SUPPLEMENT DRAYANG PART NO. I REV. 324620 P16 Wayne MDalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-989D DWAYW 4 KORMSN, PE 376 COUNTY ROAD '60 UDI HopE. OMO FL PE 77545 TX PE 117969 PRMTMOHAL ENGN:ER'S SEAL PROVIDE) ONLY FOR VODFICnnON OF WWOLOAD CONSTRUCTOR OETARs MIN 2500 PSI CONCRETE MIN 2 A 4 SPF (G-0.42) OR BETTER WALL STUD N2IL: MAX ALLOWABLE FASTENER NOTE MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF THE STRUCTURE DESIGN 2 3/4• DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUP PORTNG STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORDS FOR THE STRUCTURE I I ^ I i 3/6• SIMPSON TITEN HD. 2-3/4" MIN EMBED WN 6• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-ZOX9/16" TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT CONCRETE MOLNTINC nETAu J KO RN Q' • \GENse Sy Q t4o.77945 it W= STATE OF S/ON PL 5/16" LAG SCRLWrfH1-9/32" EMBER OFSTUD (A 1!4•) JAMB BRALL``KKETJAMBBRACKET 1/4-20.9/16• TRACK BOLT A1/4-20HEX N TRACK p91Fi:T WYIOII MOIIN7ING DETAIL MAX 420 RC PER C FACT NFR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCKESC6/15/17' j I I DATE NAME 7 1 4 10 13 CRT ED DRAWING PART NO. I REV. 324620 P16 1 /2/2018 Florida Building Code Online 1 Log In I user Registration ; Hot Topics I Submit Surcharge , Scats & Facts I Publications I FBC Staff i BCIS Site Map I Links I Sear dFlonda r„ Product Approval Ic ' USER: Public User i1MS-,a Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version r• Application Status tom'"',', Comments tf4 Archived ti-, Product Manufacturer r.}:_-;;•' Address/Phone/Email i }S t}7r+ r '•tr'•R l•t Authorized Signature Technical Representative 1 Address/Phone/Email J Quality Assurance Representative Address/Phone/Email t . Category Y' Subcategory 1• ;`IL'' Yr 5; -_i.• Compliance Method Florida Engineer or Architect Name who developed the c , r ,' • ` Evaluation Report r,. " '{;'t,'. ` Florida License ir tt' '• ', 1" s• Quality Assurance Entity 4,'1 Quality Assurance Contract Expiration Dateir, Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards a Certified By is •L Sections from the Code FL19715-R3 Revision 2017 Approved Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berr!an One Silverline Drive North Brunswick, NJ 08902 732)435-1000 Jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden 7. Validation Checklist - Hardcopy Received FL19715 R3 COI COI Silverline SS 2017-06-14.odf Standard AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/1.5.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGo 1 vg%3d%3d 1 /2 1 /2/2018 Florida Building Code Online E 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 7 .2 eries 24U0/4 00 Ing a Hung xtru e Iny Sing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 11 SWD012 SS 2017-06-14.odf 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 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero 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 PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.odf 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 PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Convriaht 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 emalls 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 licen: under Chapter 455, F.S., please click here . Product Approval Accepts: 0M®xti1 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfo1DM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. t?. THE NUMBER OF INSTALLATION ANCHOR5DE ICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 1.1 I INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tin> I INCH THE DEPICTED LOCATION S SPACING IN THE ANCHOR LAYOUT DETAILS I E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. ILt1, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING C; SHIMIS) MAXIMUM ALLOWABLE SHIM STACK TO BE 3/9 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR IOC COMMON NAILS OF3UTlFlbTNT L ENGIH TO ACHIEVE 1-1111NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/3' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 118 SEIF•TADPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR P ;ETRAIIUN BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN 3/3• EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING 1 USE KID WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE y' B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO ji CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASON'RY, USE 3/16 INCH Ij DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE:1/4 INCH MINIMUM EMBEDMENT INSTALLATION SHALL MAINTAIN MIN 1 314- EDGE 1 DISTANCE. l. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE r P10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 11 OF 3 THREADS PENE7RA71ON BEYOND METAL WALL 110. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, IY INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 11. IFISTALIATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITIITHE GTH EDITION FLORIDA BUILDING CODE IF BC), EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 101/1S.2/A440-Mll 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING,AND METAL FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND A.JCIIORCD 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 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON -HVHZ AREAS. IV HVH2 AREAS, ONE TIME PRODUCT APPROVAL TO RE OBTAINED FROM M,LAMJ-DARE RER OR AM). 5 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOC( 00 HOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION IBC, W000 I INSTALLATION ANCHORS INTO MORTAR JOINTS EDGE DISTANCE 15 MEASURED COMPONENTS SWUI HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN r BLOCK CHAPTER 23 I'llINSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTSOF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEOFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CADACMES 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 30M PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH I•i MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2DDD PSI D. HOLLOW BLOCK CMU- UNIT STRENGTH COMFORMSTO ASTM C-90 W17H M.INIMUM COMPRESSIVE STRENGTH OF 20DD P51. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.047r or 18 GAUGQ. MIN, 1/2' LOGE DISTANCE F. ALUMINUM -MINIMUM ALLOY W63-TS. MINIMUM WALL THICKNESS OF Itl 1/16-. MIN. 1/2- EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS A VERTICAL G HORIZONTAL SECTIONS (NAIL. FEN) S VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHE16HT 36' 84- 0/X 35 / -35 PSF NON IMPACT 38' 66' 0/X 50 / -50 PSF NON IMPACT` 38' 74• O/X 50 / •50 PSF NON IMPACT 38' T7' O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON IMPACT 48- 7r O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 P5F NON IMPACT 36' 83 75' CIA (ORIEL) 35 / -35 PSF NON IMPACT 48' 96- O/X (ORIEL) 20 / -20 PSF NON IMPACT 72- 62' O/X-O/X 35 / -35 PSF NON IMPACT 72' 94' O/XO/X 35 / -35 PSF NON IM ACT 76' 6r O/XO/X 50 / •50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 77' O/XO/X 25 / -25 PSF NON IM ACT BO' 74' O/X-O/X 35 / -35 PSF NON IMPACT 96' 74- O/X-O/X 30 / -30 PSF NON IMPACT 108' 62- O/X•O/X•O/X 501'50 PSF NON IMPACT 105' 72' O/X-O/X-O/X 50 / .50 PSF NON IASPACT 108' 84- O/X-O/X-O/X 25 / -25 PSF NON IMPACT 0•gu Ily wWo0 oy Ha— F. Nomo. P E Floc m I— IWo.V m aocumo" FL#: FL19715Oalo. 2017 06 15 Id", 1:08 04W SilverUne kAndersen i o4.••too+s OHE SIIKRir.t OatK w.*H wvn.wlcN HJ PrA1J nt (ri:l •l}IOPa i 10 T w ^ m oa 1 3S z= Swz O p v1:: z DWG u: SWD0.02 SHEET: 1 OF 6 MAK FRAM HEIGHT 9t MAX FR HEIGHT I- MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96" or, fflgm.,l A D s ELEVATION TWIN SINGLE HUNG WINDOW 011 QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR All 2901-4501 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALLM21S02 RATINGS, TWIN UNIT CONFIGURATIONS MAX F L HEIGHT MAX FRAM HEIGHT 9E MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108, TRIPLE SINGLE HUNG WINDOW Silver Line UAlldemen i OK $ 11KALINE bkm NORTH 0 4MWICC, N] Orae nc c>•+.I •sRloo Z m Off^ o. G = In yI J CO J Zcc w o v m a n 0 - 034: Z1,1:,", Z O V N DWG ss: SWD002 SHEET: 2 OF 6 2" MAX 11" MAX. FROM O.C. CORNERS 11" MAX. - O c. 2- .MAX. FROM CORNERS] I NOTE ..•..2• .'I •A IF Y N:.Nao.lD. .voc ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW 2' MAX. 4 1/2" MAX CORNERS IIT O.C. 1 4 1/22' MAX. J L 2" MAX. FROM CORNERS 6' MAX. FROM 20' MAX. CORNERS I i O.C. 6' MAX. FROM CORNERS 20' MAX O.C. 6" MAX FROM CORNERS 1m ANCHOR LAYOUT THROUGH FRAME. SINGLE HUNG WINDOW 16 1i 4 1/2' MAX. O C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW 22 3/4' MAX. 0O.C. MAX C. 6" MAX. - FROM — CORNERS IMAX FROM I 6' MAX. CORNERSI 1— O.C. L 6' MAX. r O. C. L 1" MAX j I 1 6- MAX. FROM —' I 1--- O. C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12' MAX. I— CORNER, O.C 16 1/ MAX L nL— ANCHOR STRAP 0- MAX. T— P/ N 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW i Silver Line 9719 ooa •. alm xlnct.t oucvc ncon. wvrv:wla w osoe w frary .».loon OQr N ig ^ p . Zi 6 z _ D o < z a 2 z <w TpN z W j Q Z mui a w c p • o 0T to m J v / Z O < p Zp => n z Lu uj pO W D V p 5Q rz u,e: was w m N m z w N z p o J ma: u z o p v DWG TF: SWD002 5HEET: 3 OF 6 CONCRETE/ MASONRY 1 1/2- MIN BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERSi 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN EDGE DIST. tt8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FiMSH BY OTHERS PERIMETER SHI1/4'MAX. SEALANTSHIM SPACE UNIT BY OTHERS UNIT TMINLTERIOR SASH REINFORHEIGHTEXTERIORSEESHEET6FORREQUIRE6LEN SEE GU DETAIL SHEET SEE GLAZING INTERIOR DETAIL. SHEET 6 J O.A. UNIT HEIGHT g VERTICAL SECTION Q f HEAD -2%WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET b -\ EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 98 WOOD SCREW INSTALLATION ANCHOR 3/8- MIN , EDGE DIST. WOOD BVCK BY OTHERS SEE SHEET 6 FO ° P CONNECTION DETAILS a • • '. CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY d 2X BY OTHERS WOOD BUCK BY OTHERS 1 1/2- MIN. EMBEDMENT A) VERTICAL SECTION 4 SILL-2X WOOD BUCK NAIL FIN EXTERIOR O.K. UNIT WIDTH 1/4• MAX MIN. 3/8- EDGE DISTANCE SHIM SPACE CI1JG TS OPERrMETER READS LING TION BEYOND 6 TRUCTURE GR. 5 SELF -TAPPING' SCREW STALLATION ANCHOR TAL STUD BY OTHERS, SHEET I INSTALLATION TE 14 EXTERIOR FINISH BY OTHERS ALANT BY OTHERS HORIZONTAL SECTION 1/4- MAX. 4 IAMB - METAL STUD SHIM SPACE NAIL FIN SilverLine U.\ndersen a[ :n KawE ocrvK r+wn rwuN;rrtcc w or»r rn Ir,:l.ri000 u .o a vi k 3 7z Qme w Z a o w= t WX m - . c < W W V •n m g y m 2 al w mmz & a m o " a n v t ^ D .ti Z O < c H o vm a Z f V OLuF w IX aLu O A A al NZ Y < o DWG u: SWD002 SHEET: 4 OF 6 HORIZONTAL SECTION 1/4- MAX. 4 IAMB - METAL STUD SHIM SPACE NAIL FIN SilverLine U.\ndersen a[ :n KawE ocrvK r+wn rwuN;rrtcc w or»r rn Ir,:l.ri000 u .o a vi k 3 7z Qme w Z a o w= t WX m - . c < W W V •n m g y m 2 al w mmz & a m o " a n v t ^ D .ti Z O < c H o vm a Z f V OLuF w IX aLuO A A al NZ Y < o DWG u: SWD002 SHEET: 4 OF 6 010 WOOD SCREW Silver Line } INSTALLATILR 3/4' MIN' EDGE DISTANCE I 2X WOOD BUCK/STUD BY OTHERS In t CONCRETE/ MASONRY i[l(it'l l.l1 BY OTHERS EE SHEET 6 FOR 1/4'MAX. CAULK BETWEEN• CONNECTION DETAILS SHIM SPACE MIN 3 THREADS liSASHREINFORCING[— I— EXTERIORPENETRATION BEYOND CONCRETE/MASONRY n SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTUREt; .eoo f; BY OTHERS SEE GLAZINGMIN 1/2' EDGE DISTANCE onE;u tavE wcvc 1 1/2' MIN, roo rw .un:,wlcc. w aoviceDETAILSHEET6F FINISH EMBEDMENT BY OTHERS _ 1/4• MAX INTERIOR # 10 SR. 5 SELF -TAPPING SCREW H mPERIMETERSEALANTINSTALLATIONANCHORS3: '< I BY OTHERS / SHIM SPACE Oo 5 ; g l / METAL TUBE/STUD OR APPROVED $ rZ N ^ x i CIA EXTERIOR ( ) 1 MULLION BY OTHERS, ry S g 70 0 v u_ INTERIOR / SEE SHEET 1 INSTALLATION w i FUNIT / NOTE 14 "' j b Z.- < HEIGHT wiiPERIMETERSEALANTi. I SEE GLAZING C p I DETAIL. ExTERIOR BY OTHERS m W -cE P! aaQ a o.A. W l UNIT ^ WIDTH < ^ rF-- HORIZONTAL SECTION VERTICALSECIION 5]AMB- METALTUBE/STUOORAPPROVEDMUWON m 5 HEAD -2X WOOD BUCK THROUGH FRAME THROUGH FRAME y 5) 1$14 PANCAKE HEAD Z ~ 7 SEE GLAZING SCREWS FROM STRAP TO a FRAME. HOLES PROVIDED 4 DODO 4.0000 z FF, DETAIL. SHEET 6 TO ACCOMODATE 914 DIA. [2.0000--2'0000 O ff EXTERIOR INTERIOR 0.500 a2 I:' ANCHOR STRAP, AT TWIN 6 w h TRIPLE CONFIG. ONLY, SEE u+ O.A. / 'PLAN VIEW -ANCHOR STRAP 0.0620 I w UNIT / ) (P/N 50-2995-2)' DETAIL AT ' ' 4.0020 H HEIGHT ( RIGHT FOR INSTALL. REQ. o.5 ) o 2.3750 PERIMETER SEALANT 1/4• MAX. t. BY OTHERS SHIM SPACE— IN", PACE i1 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS X EXTERIOR FINISH •••.•••.-•. 8Y °- H11/4" MIN' OTHERS FROM ANCHOR STRAP TO _ O ``•1i 60 ?p 1ciEMBEDMENTPLANVIEW - ANCHOR STRAP (P/N 50-2995-2) NING. SEE ANCHOR zREQUIREMENTSBELOW.Gf- PRECASTS ILL _ O• BY OTHERS ~ ° J•> t`n 2 x;, T 3/16' rTW TAPCON • ° '° ANCHOR STRAP ANCHORING REQUIREMENTS. : 6' y •\ pF o INSTALLATION ANCHOR 4 A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3116' ITW TAPCONS ,// 1 * 1111111I13/4- MIN. ° PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN- I-3/4' EDGE DISTANCE. EDGE DISTANCE S. FOR IN5TALLATiON TO METAL STUD. USE (4) 910 SELF-DRILLSNG SCREWS, n 5: GR. 5, PER STRAP. MIN 3 THREADS PENETRATION. MIN. 3/4' EDGE DISTANCE. "' O1 'A m 2 i+ C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. < 2 - " " < p VERTICAL SECTION 1-1/2' EMBEDMENT, MIN 1• EDGE DISTANCE. o a IQ _ 1) 2 SILL- CONCRETE/MASONRY L DWG#: THROUGH FRAME S W DOO2i SHEET: 5 OF 6 INTERIOR INTERIOR 7SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE , J INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X). DESIGN PRESSURE •/- 35 PSF 38 X 74. (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X•O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/XO/X). DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF J c: - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. I 5/8" O.A. I G. GLASS EXTERIOR / / / \ \ INTERIOR MIN. GLASS am 112' 1/8' SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE AM5TED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. D.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4- MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE Z' MIN. EDGE \ DISTANCE • ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine aAndersen aut cnvTaua a:Ie urn*•+ uw.mc w a+or k r 1 oiwao In Z wr- O < 0 H z vmU. H a 2 Lu V 0hwpw F=- o T : m V1 m W x= Z DWG tt: SWD002 SHEET: L OF 6 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 Evaluation Report of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6`h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation /nstruclions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Iiernies F. Norer•o, P.E. 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' DES F. O O ; 7 T T F•••''••.... ' Gam. AL Hermes!N4 lkr'o, 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 61h 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 61h 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. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\ A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 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 E5612.01-109-47 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 lrlA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as 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 it 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. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" 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 1.25" 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 1 /2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home Log In ! User Registration ! Hot Topics ! Submit Surcharge ' Stats & Facts ! Publications ! FBC Staff BCIS Site Map ! Links ! Sear. ppFlo^nda is Product ApprovalQj7USER: Public User a`,ylisG Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived _ Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 4' Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.pdf 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_dti.aspx?param=wGEVXQwtDquk24AUC%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 Description M 12194.1' Alumunum Coils Aluminum Soffit. Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Noy FL12194 R6 II ALC15001.3 2017 FBC Evaluation RgDort Q4 T Approved for use outside HVHZ: Yes Soffits final.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes Back rNez 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant 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 wh 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: z—`" M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr 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 aluminum coilsinc.corn 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 Ea!ily 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 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 0 CREEK ALUMINUM 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 anels provided in 16- inch sections The reported net free ventilation areas are 22.3 in?, lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit in?, 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. 1, 11, Iz- 1, 1" . z, , 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tttttt111111i GPRY R. • P.,. No 74021 ytr = STATE OF 'Z D,n •..o P •. CAS; . 4 O R X 0 N At 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. 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 1 Location 1 Location 1 Location 1 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 11,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-# 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 0 072-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 t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 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 inch 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lapp 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 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-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 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. 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 1617-3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. O.C. 3/16-inch head dia. trim nail 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 pso 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 pso 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 ox 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. 1.76-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 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 801 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 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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 month 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 chinchailOne ( 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 2417- 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. 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. 801-60 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. 0 CREEK ALUMINUM COILS, INC soffus TECHNICAL SERVICES, LLC 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 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 le g staple spaced finishing nail with min. 60 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 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. 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. System No. I Installation Detail Min. 3/8" head dia. nail with min lv," engagement(for wood substrate) or min. 0 097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM I I I IICHOANFNEL( OVERHANG WIDTH VARIES) 12F-3 \—"F" X'ood. Concrete or Block N 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 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 SOFFIT STAPLE OPEN RAFTER STAPLES DIAMOND PATTERN 3/4- x 1/4" I L DETAILCROWNSTAPLES f USING A DIAMOND -- 11 31W I STAPLES i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4" X 1/4" CROWNJTRIMNXLFACIA BOARD 1 8' STAPLE ON CENTER 1-3/4" TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE CAPOCFASCIA NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR-max. 12-inch spanWOODS 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 31 IMEEME SOFFIT STAPLE olsr I'I I STAPLES DIAMOND1IDETAIL L- PATTERN FACIA BOARD 1` 3/V iTVEENSTAPLES / 3/4' X 1 /4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 A. 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. ccrewed to soffit with one(1) H8 x PAINTED S.S. 48' FASCIA CAP 1/2• x 3/8• head O.C. diameter screw, 3/4- X 1/4- 16• o.c. CROWN STAPLE SOFFIT -max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 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 1 t' TRIM NAIL FASCIA BOARD PAINTED' 1,, 3.5. FASCIA CAP SOFFIT 1',J' CROWN STAPLE OPEN RAFTER FASCIA BOARD N Fil S/r 1•N:R 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL--"-*, HANNEL 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 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 System No. I Installation Detail Min. 3/8" head dia. nail with min. 11,;" engagement(ior wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, Conc—r- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED 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 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 7°sr, , SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' DIAMOND PATTERN DETAILCROWNSTAPLES , 1 USING A DIAMOND 3i K srrw.ESs i PATTERN FACIA BOARD FASCIA CAP 16 F-4 FACIA BOARD 1 3/4- X 1/4' CROWNJS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CAP CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE Q.C. FASCW NAILING FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOFFIT_ max. 16-inch span WOOD S 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1-.J- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'rt' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL lo FASCIA CAP; REFER \ TO SOFFIT i FASCIA / 3. DETAIL 8 F' CHANNEL SOFFIT, MAX. 16' SPAN W 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 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 OPEN RAFTER SOFFIT STAPLE DIST I ' I STAPLES DIAMONDI I DETAILL3/r PATTERN FACIA BOARD IETvEENi STAPLES 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 il"I AfJ=-CNEL 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' x 1/4' CROWN STAPLE SOFFrr—max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 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 t- TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a}' CROWN CAP STAPLES FASCIA SOFFIT jUSINGADIAMOND PATTERN: REFER TO CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL Eiji 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'4' CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL Nominal 1SYP I i/ e•' BattenAnchoredtoSOFFIT; MAX. 24' F- CHANNEL ilh Raltertrithone ld Rinq Shank Nail at W000 SUBSTRATE every Railer 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 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 FASCIA BOARD PAINTED S.S. 14" SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT I".J' CROWN STAPLE 1 >!- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 2417-2 & DETAIL724F-5 I"et' CROWN STAPLE FASCIA CAP; REFER iD SOFFIT L FASCIA DETAIL Nominal 1'.2" SYP batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters rith one 7d Ring Shank flail at every Rafter MOOD SUBSTRATE 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. IIGA i' T-NAILS FASCIA CAP SOFFIT 1-.1' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL24F-3 & I 24F-6 1-4- CROWN STAPLE FASCIA CAP; REFER 70 SOFFIT i FASCIA DETAIL Nominal 1'.2' SYP Batten Anchored to SOFFIT. MAX. 21.- F-CHANNEL Rafters vHh one Id Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 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 TRIM NAIL FASCIABOARD PAINTED S.S. 1"a1• CROWN FASCU CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1" " CROWN STAPLEa SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIn NAIL PAINTED S.S. DETAIL 24J-1 & 1"r!' CROWN STAPLE 24J 2 FASCIA CAPREFER TO SOFFIT t FASCIA lo TAIL DETAILNondnal 1' R 2' SYP battens scabbed between rafters and SOFFIT; MAX. 24• f j/e 1 1• CHANNEL secuwrred with one (1) 7d ring I I thank nail Straight -nailed through the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d I ring thank nags toe -nailed on either side of the battem at the battentrafter 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 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 V„ tt 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 34 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 HeR htfft 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 1 -36.7 41.2 45.9 50.8 50 19 5 22.9 26.5 30.5 34 7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46 8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 1 -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 24.3 271 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 Enclosed 50 12.5 14.7 170 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 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 5 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 1 14.7 17.0 1 19.5 1 22.2 25.1 28.1 1 31.3 1 34.7 60 13.1 1 15.4 17.8 1 20.5 1 23.3 26.3 29.5 1 32.9 1 36.4 ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft 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 1 56 3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52 6 59 0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4* 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45 5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50 6 57.6 65.0 72.9 81.2 89.9 60 33 6 39.4 45 7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 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 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 C Design Wind Pressures for Soffits in Ex os6re D Building Type Zone Mean R offtHeight 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 1 -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 20 167 19.5 22.7 26.0 29.6 334 37.5 41.7 46.3 25 17.3 20.3 23.5 270 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 25.6 294 334 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 27.5 316 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 5 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 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 1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 506 1 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" —L 3/8" J-Channel 3/4" —1 1/8" HEM T7 3/4" 3/8" ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/E- 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. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8" 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 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 16" Q4 Soffit 0 2S TYD 0.125 TYP 18' BLANK 3 / 8 PROFILE 2.17" REF o aoao aoo aa000 aaoo a000a ooao 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 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 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/r 1/2" W3/ 1/8" 1/8" 3/8" 0 2V TYP o is rvP 13.75" BLANK 3/8" PROFILE 2.1IV REF 0 WTIP 0000a 000a 0000a oao oaaao ooao END OF REPORT ALUMINUM COILS, INC Soffits Appendix D 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 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 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 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. 0 CREEK ALUMINUM 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 P,anels 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. 16' FULL VENT 16- CENTER VENT 16- SOLID PANEL 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. 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY . R..'°4i- Q. •. G E N No 74021 Ir = STATE OF 'UJ Z O R 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, RE 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 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 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 LimlTAnONs 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 1 1 b 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Location l Fastener Location l 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 /— Fastener Fastener Location 1l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S stems 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 S stems for 16-inch Overhang with J-Channel 24F-# Approved S stems 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 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 0072-inch dia. x min. 3/16- inch12F-1 16-inch Wood min 1.25-inch embedment spaced Wood crown staple spaced 16 inch head dia. trim nail 40.0 24-inch o c O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 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- 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 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 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/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. pinchaced 8-inch o.c. spaced 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 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-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 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 oand securing each c. finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. 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 16F- 3 Max. 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/ 16-inch head dia. trim nail t25. 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 ox 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 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-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- 43.3 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 pso 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP 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 a 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. k ailshanknailshank x 0.072-inch diameter 12-inch o.c. n 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 801 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 l eg 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 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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 to16-inch 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 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 ring inch o. c. and securing 3/16-inch head spaced spaced 16- inch o.c. i shank nailchinchailOne (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 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. 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 AttachmentAttachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 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 2417-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-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 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 ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 9 a.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. 6012-inch min. 2.25- inch x 7din staples in diamond pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 8-mch o.c. 3/16-inch head spaced shank naailil 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 No.2 SYP Three 3 18 nail straight -nailed female lock or One (ga. ' canchoredtoga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 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 ringmin. pattern spaced 16 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 nail 24-inch o.c. 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. System No. I Installation Detail Min. 3/9" head dia. nail with min. 1S1" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F 1 8 \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-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 SOFFIT STAPLEiNTKTWEOPENRAFTER3/ 4' x 1/4" DIAMOND PATTERN DETAIL CROWNSTAPLESIUSING A DIAMOND 3i(r KTVCENT STAPLES i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/ 4" X 1/4" CROWN FACIA BOARD 8" 1-3/4' TRIM NAIL r7-F. STAPLE ON CENTER 1- 3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE FASCIA CAP D. C. NAILING FIANCE UP OR 3/4" X 1/4' CROWN STAPLE SOFFIT - max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L IFALC15001. 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. Installation Detail OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN 1—CHANNt1 1-3/4" TRIM NAIL screwed to soffit PAINTED S.S. 48withone(1) # x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. W00D OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n `, SOFFIT STAPLE DIAMOND PATTERNII I FACIA BOARD tt /r WTVMi I DETAIL STAPLES / FASCIA CAP 3/4" X 1/4" CROWN 1-3/4" TRIM NAILSTAPLE '8" ON CENTER 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 1 I!- TRIM NAIL FASCIA BOARD PAINTED 1.1. FASCIA CAP SOFFIT OPEN RAPIER 1-4' CROWN STAPLE FASCIA BOARD M C9 S/0.1•NC! 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER 70 SOFFIT t FASCIA F' CHANNEL DETAIL 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 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 System No. I Installation Detail Min. 3/8" head die. nail with min. 11,- engagement(cor wood substrate) or min. 0.097" dia. T-nai'l or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II "'"F" CHANNEL Wood, Concrere or Block W 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 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 LA s, ' `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN I 3/4" X 1/4- 1-1 DETAILCROWNSTAPLES1 USING A DIAMOND 1` vir ttvCCP(r STAPLES PATTERN FACIA BOARD ' i FASCIA CAP 16 F-4 CIA BOARO 1 3/4" X 1/4' CROWN4S.S. 8" STAPLE ON CENTER 1-3/4- TRIM NAIL P- F" CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAP0CFASCIA NAILING FLANGE UP OR "X 1/4' DOWN WN STAPLE SOFFIT- max. 16-inch span WOOD SOIT 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL I FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'r}- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 36F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER \ TO SOFFIT i FASCIA / 3. DETAIL 8 F' CXANNEL r 3/8 jSOFFIT; 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 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 System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFrT-max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/0sTroxx `, SOFFIT STAPLE j E/r DIAMOND PATTERN DETAIL FACIABOARD crveEn, 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 SOFFIT SOFFIT & FASCIA DETAIL ALC15001 3 FL12194-R6 Page 8 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 PAWTED S.S. 1'aj' CROWN I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1'rf' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAWTEO S.S. NSOFFIT & FASCIA DETAIL 24F-1 8 . 24F-4 1'v' CROWN STAPLE FAS(IA CAP; REFER TO SOFFIT t FASCIA \ OETAII / Nominal PaY SYP Batten An[hored to SOFFIT; MAX. 2C' F-CHANNEL Rallert< rilh one 10 Ring Shank Nail at w000 SUBSTRATE every Railer 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 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 PAw1E0 S.S. 14" SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT /— I'rt' CROWN STAPLE I;' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'r!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT I FASCIA OETAIL Nominal 1',2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Ratters rich one ld Ring Shank Nail at every Ratter W000 SUBSTRATE ALC15OO1.3 FL12194-R6 Page 10 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 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT I'e1' (ROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I'r' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal I'c2' SYP Batten Anchored to SOFFIT; MAX. 21' F-CHANNEL Ratters .ith one ld Ring Shank Nail at every Ratter MASONRY 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'at' CROWN FASCIA CAR STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1" 'CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAIL PAINTED S.S. DETAIL 24J-1 & l` 1'c4' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA DETAILNornIn1' battens scabbed t e n raftersxabbetlbetween milers and SOFFIT; MAX 24' J-CHANNEL secured min one (1) 7d ring Ishankhallstralght-hailed thr0ugh the railer Into the end WOOD SUBSTRATE- of the batten or two (2) 7o ring shank nails too-naded on either side of the battenn at the batterVraftef 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 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, Ka = 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. ALC 15001.3 FL12194-R6 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 HeR hofft 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 1 -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 12.7 147 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 27.1 300 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 147 17.0 19.5 22.2 25.1 28 1 31.3 34.7 Enclosed 60 131 15.4 17.8 205 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 12.7 147 16.9 19.2 21.7 24.3 27.1 300 5 40 11 7 13.8 160 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 1 28.1 31.3 34.7 60 13.1 15.4 178 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Stale 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 C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 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 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52 6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 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 Enclosed 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 35.0 392 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 29.1 326 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 340 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 402 44.5 50 1 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 1 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 Building Type Zone Mean HeR htfft 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 37.5 417 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 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 31.6 359 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" -L 3/8" J-Channel 3/4" — 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 1/4" F 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 zirs-acr o SW rvr 000ao 0000 aaoao aaoo oa000 000a 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" 112" 1/2" 1/2" 1/2" 1/2" <)\,\ IE3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.175* REF 05Vtw 0 25' WP 0.125 NP o 000a ooa oaaoa 000o F 000ao oaoo 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. i1 1/2/2018 Florida Building Code Online BCIS Home I Log In •I User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff I BCIS Site Map ; Links I Sear. Florida C Product Approval r,USER: Public User vrr•Q4m, kr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-1112 Application Type Revision t , ; : . "" • Code Version 2017 r=':;ii "'• Application Status Approved y y`• +i Comments Archived 7 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 1S (610) 893-5400 mark.d.harner@saint-gobain.comr.,• Authorized Signature Mark Harner mark.d.harner@saint-gobain.com ri Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road y • : _ Malvern, PA 19355 610) 651-5847 si. k' ' t• ' Mark.D.Harner@saint-gobain.com y c=•• b: Quality Assurance Representative 3 •- i, Address/Phone/Email Category Roofing Subcategory Asphalt Shingles ti Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received y^_ Y Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report i .- J :':._= •' Y, Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R32 COI 2017 01 COI Nieminen.odf r. x; ' 1 ' `" Referenced Standard and Year of Standard Standard Year is `'' ;` ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code h• ;, Product Approval Method Method 1 Option D file:/// C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 iumrria of.Prodticts' ; hod ,N mb ro Na e 5444.1 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use D scl pti n 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHA 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 ASPH/ SHINGLES FL5444-R12.Ddf 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. 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Product Approval Accepts: Mel®® PER M Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 61h 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 1:9i •S FJ .'.;W The facsimile seal appearing was authorised by Robert Nieminen, r'•.iS I^vN s,\ I J .• k P.E. on 09/05/2017. This does not serve as an electronically signed 1 VJa""'t"" document CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QTRINITY i 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 61h 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, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Enii_tm 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 05NK07049 04/15/2005 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 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D71S8 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (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 Certificate of Authorization #9503 6'" EDITION ( 2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651- SS47 Revision 13: 09/05/2017 Page 2 of 12 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT— 25, XTTM' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM', Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangleo, 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 TL'" 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 Ridgem, 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 V,,d = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, 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 V,,d = 150 mph (Volt = 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 Vmd = 150 mph (Van = 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, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QTRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20'"; XTM 25; XT'"" 30301R: •. } ' ' ti LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement* for every full r--( 305 inn) (305 mm) (305 mm)—`{ shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 tl25 mm)Sealant 1"(25 mm) { Type H Is suggested. 5 s/e" (145 mmr/pforAbrxvPb, 71 ---- ---- ---- le - METRIC 131/8" 131/8" f 1311a" . Hooting Cement 1 - 1" ( 25 mm) Sealant 1" (25 mm) j - -Apply 1"(25 mm) spots of asphalt roofing cernent L — — — — — — 1 under each tab corner. 6 IN' Figure 114: Use four nails and sir spots of aspW wnenl on steep sfopax CAU' rfON: Excessive use of roofing cement can cause shingles to blister. Figure 11-3. Usa four nails for eatery fall shingle 1 6.4.1 Hip & Ridge for CT20•". XT" 25, XTr' 30, Xr" 30 IR: Cut Shingles I— 2" (50 mm) --Remove—.— II25 "Tn)r —J 12' (305 mm) Fes I J' 305 5" Cap Cap Cap mm) ` _, Shingle Shingle Shingle 5 a Shown Figure 11-24: Cut lnbt, then trim bads to rake cap shingles l`5 2 ,o` XAO 6nglisb dimensions shown). Figure 11-25. lnslapallon gjmps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 TRINITY I ERD y L a. LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every fill shingle located its shown below. Use SIX nails and FOUR spots of :sphah roofing cement for every full shingle as shown below Apply asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting ,%5n1i 1) 4586 141)e 11 is suggested. I' (25 mr") 1' (25 rim) NmlLme thil thfl 1' (25 vm) 1' 125 mm) Figure l: Use six nails for eceq frdl shingle. G Figaru j: Uso six nails anAfonr spots of asphalt roofing rentent on steep slopes. 6.5.1 Hip & Ridge for Arcadia—: Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'm" adhesive or Henkel "PLO 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 Y. 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. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Hand -sealing adhesive 4" 114" 3/4" — I— 1" Dab of asphalt cement between shingle layers 1rr Evaluation Report 3532.09.05-R13 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 QTRINITY I ERD r 6.6 BELMONT® OR BELMONT® IR: ' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Use FIVE nails for every full Belmont shingle located as shown below. Pan 11 wo.0000, 19, PAMA o Mdibanal nails r,' xquire.'. asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTNI D4586 Type II Is suggested. OPF pool' NON A 1' (25 ram) Fooling Cement Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar Crest' IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest"" IR hip and ridge shingles. Option 2: For Belmont": Shangle® Ridge 12' Remove This Tape Figure 17-18. S'bangle• Ridge. 18' J Remove tapeExposure from the right side 1' ; g• and fasten j SECOND Fasten the I Z left side 85/8 RIGHT FIRST / LEFT Figure 17-19: Installation of SbangleO Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic" NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-1113 Certificate ofAuthoriration #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision•13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 TTRRINITYIERD CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Sh:utgle. f --(25 mm) I (25.) 1 5/9' 8 518" 06 mm) (220 rigrue 17-4• Dso fits nalla for every fill Grand ,llanor,SLiangle, Carriage /louse Sbangle., or Centennial State Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 rani) from edge of shingle Figure 17.5). Asphalt roofing cement meeting ASTN D4586 Type II is suggested. t (38 rmn) t•• ortss 1.. 25 mm) 5/8" l 8 5/B- 16 mm) jl f220 mm) 25mm)f 11:— Frgrtro 17.5: IVbcn installing Grand dlanor Sbangld• on steep slopes, usa seven nails and three spots of aspimll roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK["", LANDMARK'"" IRIOk ArNDMARKT"'P O,`LANDMARK"-" PRtEMIUM;"LANDMARK'""tTL; IAIVDMARK'M° u ,R? gkwarlx .- SO ARIS, L'AN r KT OI R S IR, NORTHGAAT E:x :> LOW AND STANDARD SLOPE METRIC DIMENSIONS 12' 143/4" 12" 1--(305 mm)----(375 mm)----(305 mm)-- i:i•]SJ:SSiIl3Ei:S1k'Cd L I---1" (25 mm) Release Tape I" (25 mm)-" 1112" Nailabler . Area LANDMARK TL NorthGate: 131/t' 13" 131/2" 343 mm)- --(330 mm)-- --(343 mm)-- l" (25 mm) 1" (25 mm) I -- ON M M Figure 134: Usafour nails for eretT fill sblugle. WIDE NAILINO 12" 1414' i2' lABEA I+ (305 mm) (375 mm) (305 mm) - 1 NaAng ! irrAts UppernaI[no Y 25 mm)— 1' ( 25 mm) y,ta tut Ir.= tlaSng areas for low and standard slopes (from 2.12 to 21:12) Nal belneen upper & butt fees as shmvn above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certi/hate OfAuthorization 1r9SO3 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of aspltalt roofing cement for every full laminated shingle. Sce below. Asphalt roofing cement should meet AS NI D4586 lype IL Apply I' spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12'—-143/4" 1 —12" 303 mm) 375 mm) 305 min) Y? 31-eiL.7 L'F a'yf-Rl•:T.'.: a7` 1"(25 min) 1(25 mm)--' Nail Area 1 Release Tape For Steep I'— 25 mm) - - - - 25 min; Roofing Cement iTif-skINITY I ERD LANDMARK TL 13'/2" 13" 1 13112" 343 min) (343min) (343 min) 1 "(25 mm) 1 "(25 mm)--J I Figure 13-5: Use six nails and four spots of asphalt roofing cement on steep scopes NorthGate: STEEP 12" 14-3/4" 12" SLOPE I—(305 mm)-— (375 mm)--- --(305 min)--jNAILING Nailing LimitsAREA y -1'(25 mm) b•ptiver 1"(25 mm)-- nag mes. Nailing areas for steep slopes (greater than 21:12) and "StomrNalling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark', Landmark- IR, LandmarkTM' Pro, Landmark' Premium, Landmark" TL, Landmark" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge" or NothGate Accessory 12' 97Ar 305mm) (250mm) 6 6, 415/16' 415/16'— 150mm) (150mm) ( 125mm) (125mm) Notch for Notch for Centering Centering 12 131/4' 305 ) Notches for Alignment to the Top Edge of the Previous 7' 1 m) 337mm) Cap for 5' (125mm) Exposure English Dimension Shadow Ridge" Exterior Research and Design, I.I.C. Certificate Of Authorizotron N9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 7 75/8' 196mm) Metric Dimension Shadow Ridge'" Evaluation Report 3532.09.05-1113 FL5444-R12 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 27137 250 mm) 415M6' 1125 mm) t Centering Notch131!4' J— 337 mrn) Align these / notches to top edgo of pre lous Mrse NorthGate Ridge T"'TRRINITY I ERD 13 1/8" 333 mm) I 6 5/8 I-6 5/8' f_ ( 168mmI 168mm I , Centering Notch 194mm) ( 337 mm) Align these , notches to to 7 Sl p IV edge of (19i mmm) previous course. / NorthGate Accessory 305mm) I Laying Notch I Figure 13-20: Use k7ong n0kb8$ to cenler sbingles on bips and ridges, and to locate the 0onwi arposura For ASTM D3161, Class F performance use BASF "Sonolasticm NP11"' 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-R13 Certificate o/Authorlrotron #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 Qi-RINI-rYIERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use live nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply i' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails In between the nailing guide lines, apply 4 nails 1' Nailing ). 40" above tab cutouts maldng certain labs of overlying shingle cover nails Guide Lines (1016 mm) 5114. 133 men) • 14 1/4' ni 11/2' 38mm) (362mm) NOTE: Apply nails on painted guideline. Figrwe 16-6 Fastening Presidential and Presklentlal TL Sbake shingles on loth and standard slopes. 1 T 1' diameter asphalt roofing cement f Figure 16-7. Fastening Presidential and Prusidential T/L Sbake shin& Im stetp slopes. 6.9.1 Hip & Ridge for Presidential Shake—, Presidential Shake•" IR, Presidential Shake TL'", Presidential Solaris": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In hvo different sizes: Accessory produced In Birmingham, AL Is 12' x 12"; Portland, OR produces 97/8' x 13 i/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 S T+•-195:7! Mrw oAl;:'iRs K'-*"" x„6 :. . ,v'•. .. .. ..,. t.`'.. _:' _ .F,!,a-:.*r -. _.:r.•z!. .Y .:-••, HATTEi tirt rs{; LOW, STANDARD AND STEEP SLOPE:. -- 9 I (230 ram) T 230 men) 9 230 nun) 730 mm) 1 I I 1 1 230 men) (230 men) (230 men) (230 men) p(25mm)-- men)--1 r mm) (25 men) - 240 men) 25 I 8 Rnnllnn r-mmKnl Finnn•ti.i. frntenhq ana,na .lhinlln anvarp SbM Fnr aerp slolx s. ow 6%c HAS and eight spots of nsphslt roofing Figuro I5-3: Faslening ttnllerms Sb1rgles on Cement for cn¢h bdt 1huerns sliiugle as sltmrn abote. Apply I' Lotr and StandarriMopes (LSmnt) flcmlMrr slnas of ruofing M11C t (MMI D 4586 tlpc If For lots and standard slopes. use Ose nails for each full sugtcstal) under rtrh tab corner. Press shingle Into Place: do not Ilauents shingle ns sltosm abase ckpose cement. cAln'ION: Too much roofing cement can cuuse shingles to blister. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 61R EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K Figure I5-14: 18lbree piece units separate to make 54 Hatteras Accessory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9,.— - 230 mm) I I I 460 mm) Cap Cap Cap CapIShingleShinglShingleShingleFlgrlre 15-20: Cut Hatteras sbtngles to make cover cap r TRINITY I ERD FaS en g' ig (460 M10- gosh r( o3" I Figure 15-21: Installation of caps along hips and Hd m 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND -SLATE'" HIGHLANDSLATETR: ° ',' 4:,r§*! '^';" ' LOW AND STANDARD SLOPE: STEEP SLOPE: Rs+++) IRSImm) Riomaj Misri- Dalo rKukas SIX nds( Aro nib 1•(25 mm) ir4wled over center Wou1 as di mi). Figure 11. 3: Use FIVE nits for every HtgM7nd Slab sbingla Use FIVE natls and EIGIrr spots of asphalt roofing cemem- for each full Highland Slate shingle. For Mismi-Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type Q is suggested. Ir (X rd]& (W M. Ram,. ilufn7ed air — d.r — - Roofing Coneni F12ure 11- 3A: Use HVE nahis and eigbl spots ofasptrdl roq/in+ tcmlenl andereacb tabcornar. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11. 1 Hip & Ridl;e for Highland Slate", Hil;hland 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 OfAuthorization # 9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 0 TRINITY ! ERD 6.12 PATRIOT'"': LOW AND STANDARD SLOPE STEEP SLOPE Use Folili n:dl, for every full shingle located as shown helon,. Use FOUR nails and four spot,; of asphalt roofing cement for every full shingle :ts shown below. Asph:dl roofing cement meeting ASThI 11458 ,, 1}1)c II is suggested. Apply 1'(25 Inm) spots of asphalt rooling soalant Cement :ts Shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 5fi mall Mmr) =nrl tiT, M) 1.---------- -- fi-Ila' 1156 am) I. p TRocling Cement 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 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorlzatton #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F15444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online a•/+• ;Y. .,,, 're.r '; d::='"!%. ?.'' -: .'y ,, ,, - ,. .,:• . ` ,, •r x, yid; x ti ` b L .: @t' x S+'rf' ` ' •i't M%„ t y i+•..)' r . `rjcrl r , •,' 4v fF' ', '^ x[VkY..•n„•y f,.i. `.:` ..r ;t-•_-.i, L•i' '. •,zf `;`•'t' , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear dba r cN' Product Approval USER: Public User S rsJ Wa Product Approval Menu > Product or Application Search > Application List > Application Detail a FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 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 TBP34001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved G..m m ry of Ornil..r#a - - 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 FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: 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 Reoort TAMKO Underlayments final.Ddf 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 fI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: 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 Reoort TAMKO Underlayments final.odf 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 Underlayments final.DdfApprovedforuseoutsideHVHZ: 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 Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: 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 Reoort TAMKO Underlayments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIZ328 R8 II TBP14001.4 2017 FBC Eva] Reoort TAMKO Underlayments final.RdfApprovedforuseoutsideHVHZ: 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 Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.E No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: 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 Eva] Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuaogOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 f CREEK Certificate of Authorization bur 29824 17520 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 TAMKOO 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 TAMKOO Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO 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. TAMKOO 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 TAMKOO 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. N CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ 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 TAMKOO 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 Shin lea Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt 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 TAMKOO TW Underlayment Y Y N N N N TAMKOO 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. 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, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ptY R. G1,P• ..... q;., E NpSF•. S)': No 74021 0'.•• STATE OF : ` N A- CERTIFICATION OF INDEPENDENCE 2017. 10.19 12: 15:58 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 distnbuting 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. CREEK Certificate of Authorization bur Drive17520EdinburghDrive 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. 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 TAMKOO 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. 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 TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® 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 underayments 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 TAMKOO ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKO(D Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt Y Y Y Y2 Y N TAMKOO 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 Y Y N N N Y Underlayment TAMKO® 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 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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 (fST6049) 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. FtY R• p , tiP••.\C•E Ng • S>` No 74021 9••.STATE OF .'tIJ- 0. • v: 0RIOP'•N 9 0 N A' 0 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 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 manufactunng or distnbuting 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 I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts dba- r Product Approval y 41-0 USER: Public User 17 Product Approval Menu > Product or Application Search > Application 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)982-6511 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 ij',, Product Approval Method Method 1 Option A l., Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 11/08/2017 11/12/2017 FL # I Model, Number or Name Description 3792.1 135 Roof Louver Aluminum 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 1730 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. 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 1 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: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 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 Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 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 16051028.12dt 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 NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQv4tDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MAW MIA I-DADE COUNTY PRODUCT CONTROL SECTION I t805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/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 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 I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AZA- 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 TAS100(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 MIAMI•DADECOUNTY 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 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 bole 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B i M 750 SERIES LOUVERED ROOF VENT I r¢- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 I — — .r.• I W, . 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 LOWERED ROOF VENT 9 ; NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 M”. I,1u: 0..... r . . DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 HIAMrr MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 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 J Rodriguez. AYA_ 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: t.• n 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 Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/ l6/95 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 LLMM M, Mi'm 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M, Mi'm 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 1 DETAIL B r j v 750 SERIES LOUVERED ROOF VENT 4_9 1 u NOA No.: 16-0510.28 MIAMI•DADECOUNTY 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 j I 4-,. wee: "_ . . DETAIL C 750-S SERIES LOWERED ROOF VENT L _9 ; NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MiAM4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 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. l 5-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. I ' 1 APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENTAPPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/ 16/95 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 '/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: 08/16/2l Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A W w ;mm& i i mm M M m MZ- cm 20= MEMO"" 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMIAMI-DADE COUNTY=Expiration Date: 08/16/21 1lllllllllllllllFjWM#A;3-J Approval Date: 06/30/16 Page 5 of 9 i i SERIES LOUVERED ROOF DETAIL B1'.1111.,% . 750 SERIES LOUVERED ROOF VENT u 1 A-9 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 o,,: . ,h „ 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 . , . y i1i.W 16.1-M 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 j 08 DETAIL D 2:3.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE cj 1 1 r4, Oe 1 1— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Was Home Log In I user Registration I Hot rbplcs I Submlt Surcharge I Stets a Facts I Publications FBC Staff BCIS Site Map Links I Search I Fonda r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL158-R10 Application type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category subcategory Compliance Method CertlAcatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cpa n ino@castcrete,com Craig Panrno cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL # Modelr Number or Name Descrlptlon 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 RIO C CAC NOA 17-0821.18.odf Approved for use dutside HVHZ: Yes FL158 RIO C CAC NOA 17-0821.19.Ddf 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 FL15S RIO II NOA 17-0821.18.Ddf FL158 R10 II NOA 17-0821.19.0f Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Flack Eoxt 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 yopr e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the Iiceruee. 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 dick here . Product Approval Accepts: cChr Credit Card Safe M IAM I•DADE MIAMI-DADE COUNTY u 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) inyw,miamidade.¢oy/economy Cast -Crete USA, Inc. P.O. Box 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 A -U (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 Comity 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 ant] 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 IIVIPACT 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 Helmy A. Makar, P.E.,,, M.S. MI aoa coGROOVERuNry D G `-' NOA No. 17- 0821.18 Expiration Date: 09/ 1.1/2018 amwApproval Date: 09/ 2V2017 Off /Zg1Zoj-7 Pagel 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 1 of], 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 #1 dated April 28, 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 specnnens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Hannon, 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 Syslenn Manual far Cast -Crete Nlachine 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 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., datedAlla•ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Muni -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. eimy 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 - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing JVo. 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 Allarch 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 of Permitting, Environment, and Regulatory.Affairs. 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., certifiing 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 and Economic Resoan-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. k myA. 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 SU13AUTTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmiling No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 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 CraigParrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulator y 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 Miami -Dade CountyDepartment of Regulatory and Economic Resources (REP). 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. He1myA. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 B- 3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'e TYPE 'A'1 STIRP I I I I I Ir• L1 i •11. h' i y;+, w tl ivt QaRva I Fi lif61 l,.. o.., I-1 s SSiC I•iE.l ma".4 l!]QOi ir rer arc lm:m[11r iY'r_' Mir, 6" PRECAST U-LINTEL DATA TABLE I;fiiWREMW'W 1riL"E a a auarti:nacav..ie Nusra tSC imr•rrzrarv.:.ir arr+rTne-,av%+o J!_ff'`.iL':,1 r E7f,il ir ri NL7 rra fire7iQ1fLLLJr$r7i7.:17f7r3.aN ram ren rar rw TT. rvt-a rF17S.'l_'• r gum ra•7 0 rra,Tnr7trTiarpiTr^.IR'aRvr2L" RQ7r r•ra rTta a r r"eme'.r[Lu_ccosrar o nw"Ir. LSntrraara•' mmwff.Eumr`g rr®r t>:a i Ta ra=. rr-.'Araso re mrrll.R^] ic,a rtir_:.ITT ea lo rr r nr.mdau!:imrers+o 19" PRFCAST U-LINTEL DATA TABLE E T 7t IEi 1.IC F7F rlF frl[0 r pclrr.•rt trGlr9tL7r t t..0 r n 1¢ii F%EfdL1J liCSt• NLr tf. mLmau GGLrytzs::l[lrai EvilrLa:.ir t Tue vr oa CidiCsSII•7!1'i>trll 1GElri% OEM151Vra r.`+r•rnrrlar:r.Sr.naT re,=:r[r•r u ravr•Trrs srta:u ura rra.:t;rt alr>ra ri u:arFa r.+mmrr.r:mcrc;mor rrc,ai T*•ir r==.r: i::.iTperrrf>4rrrti yi;e;o rxsc,T[•n ret arirr'.a_.:rr,ueio 0022rk-•!': JitsC;rrtl_.'RFf.IErC',o p eflrsrnirc.arts-+,lmarr aL::iraEe;o Y• 1•,'Li111 1, i f lY i1a•IL'i ltej+l•]I1 73 S' L' Sr@IA[.Cil taliDtil VLL1Zl N4O eyr ar iir_*:au:art s:usaur ve r.ie rivn o tgcy r<r. r eter r u tctaa rangy 1.n vcia:e Ircr r 1 ri.. a clarr crioer,r.-.rs:auaus[i23/v s.n-. rr rJL7as ca rrxiycrt+nca rl.•alra.ti!• n ti i ta>_ar etarrn 1+. t D 1RNErUItr ttantM= a rlonwn rot rMUM APPMAL a s Iturw m a mrmoff uU um CMMT o[ 1fi1"t WI OmEw m MM= as mm ww" mxi CAST-=C UP. m L ttmvw=w .uw T/u w Mat .1.1 1& /•• atto P aau + .Wm Irl X=.. am t1 no 111rttU . roa A 0Sla M M Mt. L Itna M lOUa. mmu S RmNf. Ittt M Aa mm lUl 6 WRmuR W a OW rant CAM N . m ra ra ui . Olm a M 07 UM W7CX Cp Gip MRMr - 90. V I. eJS! ttnaai r.. _ r.l M . t0pnt ]Ula . 1. I M Rnumm W[ ^"• YOra FNM ma a r tart as art mm to a nun "= Ma a 1»>mr. Port as toL G YH PRODUCrRINLSM G 1MFlai Dykl3CCEN •Q : d. l o Z PmRoa ca,`,ySSnw FWld, 0. 4 cclV= le CO tart. Wu! - o 0 18 c". FUato lGi; MMPARRIN0 S• 0RID e324CR579 p c SUMER. FL 335U mm PRECAST AND PRESTRESSED LINTEL DETAILS ntc [ rat orurl-u mzAl rr: +mur ,w.wo a„r AS UM e out Q= tm rtw r m m mta rotor uur. r a t GMM& NOTES 1) Lcleblo r.r ifrrad 9dd - bOD fd_ Jp/j0 a repofiaY _ _15deONliUIN C10 nY mLit'od aa ao9r.ssN. I?' T' I"oo M r.bor W ASDI oft 60 orator p ASDI C27t270 Alp. u v s 2) All wio fed tall. band cn inidm,m 4 irh ra" brai.3p Sd• bads !•r WA V A 111m rnd ILOWmtb."dead by 107c H hevrm 6ao(h 6 Ices man 9 1/2 lath. 3) Pi.dd. Ca -W bd aid h.od jdnb. 4) TM daia in pa"dbis lfcab- W pw l re*xUm la grads 40 by added ,eft•. FI.EidC */ 14R nd.m A 142E l5lTd- 22d p0142EpaW E) AN 1.03 alW w =-W 360 ddluU,. taetecz Oatd ypn E ! 12F8"I" I -4 a mub a l./I3D ddkdba, Un b b.Td to aoU=i ms-fno W FIvY• BiB Cods S,dw 16C I.1 O sNr. bad EAbb m 7) 4' .W EA-b I. a h iA d ./ * im.mio. h bMW .ad E• fiend. v"ib.L E) IN.Oa/d pdd mmt tooth ram, W a Imamlad 9) lb dafSw •'•!' oeod. am,*dd loft ham W ed• lad l b- b/ cdaiofig ,nmdmum ,-AWg —1 and star d d-aM Gam Ih- I3) Tits PWW ad— d DM- 4atamd l --Cult Mwd. mww Tam dd hm o wSM d Coco• ppbd 1. a, I Wlh ASW fru7A a C%& -fund —9-9• 14) lhbb 6a6d 41A.1—b .b Nv&d ar rpQt) aJ Mris l Wb .h.W a d,edW Iw Ei. TL, W w.smy d vOwi bad w h hw , l l Soliru9ml low + Sr. h t..dd 6.d S I 15) FQ —posb rdd h+Rb and ,bsa• a.- sot- 6N ham Pod low bijA 6m. is7 Fa 4di W,plh. mt .e..a'o- .al. load Imm acd h-qW WA ,hon. 17) Ws Mods W. aPadndo-du lad.. If) Sda bob bawl a ,mb•d deign a*sb pw AD 53d0 ad AO 31L 19) Adamd6t s ( RGW)obw- UrmideL Sr du1eLWer.• SEE SAFE LATERAL I= TAXES FOR LOAD RATNG REINFORCED W(R SiA,•]h aY;' RILL COURSE d 1) / 5 REM FOR 6' INTELS 1/ 2' C R TYP s•;v.• 2 S REDAR FOR If UNTELS GR40 a CR60 SAFE LOADS FOR 4" SOLID LINTELS Cfit7• 4Ra" GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'-0' ( 48' PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10'( 70' PRECAST 480 V-6' ( 7n PRECAST 360 7'-e ( 90' PRECAST 260 9'-4- ( 112") PRECAST 156 10'-6' ( 12n PRECAST 116 12U8 4- 1. 4esar• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 V-O' ( 481 PRECAST 597 320 4'-6- ( 54' PRECAST 529 258 5'-10'( 7n PRECAST 407 148 6'-6- ( 7n PRECAST 366 118 7'-e ( 901 PRECAST 280 87 V-4' ( 1121 PFOtiAST 187 55 10'-6' ( 12n PRECAST 152 43 12FB 121` 12 12116 w) RA - Nd Raba • ^ • •;;: _" 10 9, Ibm rdd oddd rebr la be lcded d W b.mm d W bw alft. i' <i. %a•' r eRonBUE 6F8 6F12 6F16 • -~ • y; PRODUCT 9s comdrbs wim Or Plomdc :r_• 1;, " n,a as Z7 n n " Pyj, 'Dn Oolo 17B I LUJ I < .,.. :,rf v: lA •. :•rl•;r TYPE DESIGNATION nus. LYadll/a- vsam ®y 1 Li. 4,'+• A. a d; ' 'Y::iy rO:carr a AfDI, 4 O '-1 { .;.-.y"•' S 'nr; I ranw o t a Poor • w • .. ^-,:• "•. 12F16-28/ 2T `' `.'` ;,•'` `'- 3 ' ;.> Y-rim i}:. ':, l i.a...• mesa .aaJ J L. vid .r, Y:•` .!' •"r' ' i+•";ti.w: ::!*' .,- S iE A! lttlD iNl 17r I.R] w ptrm rmrum- :i ; 4:*• aaA ' •`,, YS: 1 1 Y 4. • .-,, • .r- J• O •. • • rn. • g tc ase gs 12F2s 12F24 12F2o 9 NM=,pos tr, sis ' S, !:' _ •'3;"- Uulldl!- wlm 9,a FN,Ws 15 • • • h• • • •{ • o". 44T _% CRAIGPARRINO g IQlloap.°o P -0 D '` 3 W N91.eRALrrmnd `'• RIO.`d/:' 8:la4CR678 8 8F32 6F28 6F24 6F20 '',Iz" 7 N G .` D ER aa594 as , um IONa a. —CAST— CRETE 4", 6" & 12" L(NTEL SAFE LOAD TABLES o z . me Rum wwas-u may m Iuw+ Aeulm sctte uls 9AlE, , x DRDifD Ef: QW MSLIIO, FL - 2E9. 9a 14731 ma06 m wdu sHui m 3 cJ SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS C_wC_-I SAFE LOAD - POUNDS PER LINEAR FOOT E LENGTH 6U6 6F8-18 6FI2-IB 5F16-18 5120-18 5F24-18 6F25-10 5F32-I8 3'-6- (421 PRECAST 2332 2B78 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (64' PRECAST 1854 1697 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST - 1067 126D 2198 3557 57M 7227 B297 8226 6'-8' (781 PRECAST 949 1078 1831 1 2850 J 4328 6737 8297 9357 7'-8' (901 PRECAST 779 883 1459 21H 3151 4524 56% 9357 9'-4' (1121 PRECAST 584 660 10M 1.%3 2OB4 2795 3731 5D17 10'-5'(1261 PRECAST 503 566 895 1270 1706 2236 289E 3747 II'-4-(136' PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1759 223E 2808 13'-4'(1607 PRECAST 373 417 646 595 1170 1485 1852 2285 14'-0'(168 PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4' (2D81 PRECAST N.R. 299 455 620 794 985 1198 1437 1) THE NUId8ER5 IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS Ana An oacreaTim imms 1Cmmo SAFE LOAD LENGTH TYPE 6U8 GF8 RC dU 3'-8' (421 PRECAST 587 1055 596 4'-0' (48' PRECAST 487 787 40 4'--W (54' PRECAST 416 609 344 5'-10-(70' PRECAST 300 350 198 6'-6' (78' PRECAST 263 496 157 7'-6' (90' PRECAST 222 367 116 9'-4' (112") PRECAST 173 352 74 10'-8'(128' PRECAST 151 276 58 11'-4'(136-)PRECAST 139 311 49 IT-O'(1441 PRECAST 131 277 1 44 13'-4-(160') PRECAST 117 223 35 14'-0' (1681 PRECAST 111 202 32 17'-4'(20n PRE59U M N.R. T30 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U•LINTELS 4-M-41mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6111-1T V12-17 U16-IT P20•-IT U24-IT OW -If 6F32-IT Y-6' (421 PRECAST 1412 2074 1 2715 3356 U97 4638 5279 4'.-0" (451 PRECAST 1225 1800 2367 2213 3470 4027 1 4583 4'-If PRECAST 1083 1592 2084 2577 3039 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-8" (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7-8' (90l PRECAST 648 80,4 1249 1544 w 1840 % 2135 2431 9'-4' (1121 PRECAST 575 571 04 980 1252 1492 1732 1972 10'-6 (128'} PRECAST 514 462 787 1121 133 1551 1705 11'-4'(136 PRECAST 474 404 BBSc. 965 1213 1442 1645 1Y-O'(1441 PRECAST 454 387U4 619 888 1093 1299 ISOfi 13'-4-(160' PRECAST 402 308 516 736 906 1076 1247 14'-0"(1681 PRECAST 358 285 475 977 832 989 1145 17'-4'(2081 PRECAST 253 208 338 476 585 693 803 1) THE NIMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 IAIG PARRINO W OR 579 fiNEK FL MIN EA IC NO -- PRODUCTREVISM e comdyia¢ wil4,b'- Plmi& Banding ()a& Acc mnae No — O Z/, 18 eytiTMd tcv mw PRODucrRBV,ro OW wrm16ar7w;m A1,W'anm No o OS.oTComm g ar ` —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES cnc IGIICt o>mn-14 cMrx m aiux ADuw ul,a _ Kts - -- a7u: 6d PAM V24/03 4= 11; TEAR Pwy0. P.L - ImG In. 4(M OVAMIA Emu SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FOR12' PLATERALU4 FR SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4anr SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12W7B IV12-29 1715- 12R0-28 12F24-28 t276-i6 Uf32-28 3'-e (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14433 4'-D' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-8' (54' PRECAST 2396 3464 5304 7519 9352 11060 12755 14438 V-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, 6'-6' (781 PRECAST 130 1986 2879 4196 6421 10032 12755 1 144 7'-6 (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 M 9'-4' (112' PRECAST 795 1216 1535 2230 3083 4167 5593 755? 10'-8'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5532 1V-4'(136') PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 450 878 1073 1513 2020 2817 3333 42M 13'-4-(1601 PRECAST 359 767 In 925 1294 1709 1 2188 1 2743 1 34094 14'-0'(168') PRECAST 321 65 1204 1584 2017 2451 3106 1T-4'(2081 PRECAST MR.31P34314 331 141 1428 1750 2102 19'-4'(23n PRECAST N.R 7T at T00 925 1152 138(1 1609 A THE ID6ISER5 IN PARQiDRs15 ARE KRCFM mmcnMS FOR MADE 40 FED AM FDHAR. SEE CMAL NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS DOOR U.LINTELS wra CAsfa SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE MM 12048121IM- IM14-W 12111`184 MM-21 12105 W30- 4'-4' (52) PRECAST 25M 2942 5468 7584 9640 11669 13679 15679 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 11669 IM79 15679 5'-8' (6n PRECAST 1347 1841 3555 8395 9640 11669 13679 1561R V-10'(701 PRECAST 1269 1758 3361 5954 9358 11669 13679 1567qK 6'-8' (W) PRECAST 924 1430 2833 4415 1 6884 10 1257.W1480Q 7'-B' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 1132R 9'-8- (116' PRECAST us M3 1451 2157 3203 4427,j 5417,j 6380 U) THE NWMM 1N PARF UWM SE PFRQNF 111DL1CIIG\S RR GRADE 40 FIELD ADDED RMAP. SIX SAL WIDE LD. 4 C SA LOAD PLF LENGTH TYPE 12U8 12FB RCMU 3'-e (421 PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (541 PRECAST 1 D49 3922 2417 5'-10'(70' PRECAST 681 2547 1557p 6'-6' (7n PRECAST 579 2167 1234, Y-8' (90' PRECAST 474 1771 914, 9'-4- (I)2' PRECAST 355 1326 58 10'-V (1260 PRECAST 306 1143 454, 11'-4'(I36') PRECAST 278 1041 3SEW 12'-O'(144') PRECAST 200 971 345, 13'-4'(16DI PRECAST 229 657 278 14'-0'(I6n PRECAST 216 809 251 17'-4'(208') PRESTRESSED N.R. 533 16 19'-4'(2321 PRESTREM N.R. 534 130 ZIFL UutuDN. PN1C 10 SAFE LATERAL LOADS FOR 12' PRFCAST wI 2" RFCPSS DOOR U.tINTFI R OWT 1M SAFE LOAD PLF LENGTH 7YPE12RU 12RF6 RCMU, 4'-0 (62' PRECAST 1295 3692 25 4'-B-. (54' PRECAST 1213 3458 2417 5'-8' (68' PRM4ST 784 2236 1050, 5'-10'(70' PRECAST 747 2129 1552,4 6'-W (801 PRECAST 602 1716 117 7'-8" (901 PRECAST 504 1438 914" 9'-8' (1161 PRECAST 355 1011+ 9" Ph af9 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R1-21 12F12-2T 12f16-2112F20-2T 12M-tT 12Fn-27 12f32-2T S-6' (421 PRECAST 2752 4287 5613 6SIM 8264 9589 10915 4'-0' (48') PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 8347 7365 83B4 5'-10-(731 PRECAST 1623 2527 331D 4092 4875 5658 6441 8'-6' (781 PRECAST 226 2972 3675 4378 5D81 5784 r-6' (90') PRECAST 12870 1767 2533,1 3194, 5,1 4417 5028 9'-4" (112' PRECAST 1028 117 20084 2590 3087 3683 4079 10'-6'(126) PRECAST 920 947 1512 2281 2764 3209 W 11'-4'(1361 PRECAST 858 p 119 14D4 1982 2441 29D2,3354 12'-0*(1441 PRECAST 514 Cr 753 1269 1788 2201U 26150 3032 13'-4'(160I PRECAST 678 633 1057 1485 18280 2169 2513 14'-0'(16n PRECAST 62204566 974 0 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 695 964 1182 1402, 1623 19'--4'(2321 PRECAST 366 370 j 593 817 A lD02A 1187 1372 p Iff ID WM IN PA EIMS15 A.F PUMU I4FDI MW KR GRADE 40 FIELD ADDED REMIL SEE GDVAL iM H4 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 Ai7 INf' SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 17 FB-U IIHIO IIN14- IIBF16- 11AFt2- 121826 118F30-2 4'-4' (5n PRECAST 1626 28M 3746 4806 5887 6928 7989 4'-e (541 PRECAST 1568 2582 3602 4623 5643 6684 7654 5'-B' (681 PRECAST 1210 2042 2850 365E 4466 5273 6081 5'-10'(701 PRECAST 1173 1954 rn 2759 3553 43M 5123 5908 6 -8' (801 PRECAST ION 1538 2426 3114 3302 4469 51T7 7'-6' (901 PRECAST I 9D4 122601 2163J 2776 3390 4 4003 4617 19 g (1161 PRECAST 1 703,4 771 g 14724 2181A 2663DJ 3145 3628 RLDlBEAS IN PARDUKESS ARE PDEEM RIMICI A FOR Paoou 40 FIELD ADDED FUK SEE OFA'ERAL NOTE H0. 4ENp lommo8 " 447 G . SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER 07 t x _ AL C++.+ —mtu ,4'L am•,,. kP.E.4MJ7(b.4IWM PRODuCTRHVISEO am an mo rue coa Aweptom No 0 03100UaI- a A8 I , maCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE PAL DM7-11 1 axm 4» Am AEIUDD I sum NJ.& 30,31 M IAM I•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) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Boy 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 AHn. 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 matetial 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 -Dada 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 Liu tels APPROVAL DOCUMENT: 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, 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. FISSILE LWACT 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 He%lmy A. Makar, P..E.,, M.S. MIAM •DARE COUNTY !1 ``Ls/"' NOA No. 17-0821.19 Expiration Date: OS/21/2022 oq Z8 )Zo / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 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 44 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on, flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamm; 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. 'Calctdations 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 Apri11996 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 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 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 #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106/96 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-M20652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. y A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09/28/2017 E-I 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 lYlade 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 I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 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 Jayne 7, 1996, revision 45 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 ASTMS-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.17-0821.19 Expiration Date: 05/2M022 Approval Date: 09/28/2017 E-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 Jame 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 1. 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. v4. Cileliny 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 SUBAIITTED 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 Tune 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on lklarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permilting, 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. Calctilations 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 (REA). 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. 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 (PER). E. MATERIAL CERTMCATION 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 417-0227.15 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 ASTMS-529-94, prepared by FTL, 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 ofRegullatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 1 Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821,19 Expiration Date: 05/21/2022 Approval Date: 09/282017 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, 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 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. d' d/ lmy 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 1 1 06 3$ 4 ;'>+t P • i1` '}ty,•;w,t..,•_;,'iu'ri'i":i ^i 3''. CI. i• f • /. t1 0 I +III ,I \ rnr T4+.:ti, [L • 1(Ib i, a .I y r.tra ativ. a. iIt L STIRRUPBAR6 STIRRUP_DETAILS scar. tlrs PRESTRESSED U- LINTEL 7/32" 0 BAR RRUPS TYPE ' S" STIRRUPS Y n Li S71RRl FAILS a 77[[rr77 I';'1 7 I.fi3L•i Y7 EL•u SytitaS:f tili]Rl5r C1t•Sf.Yf lt•( Il.` hla Y:1.L::' f dCSI L[Tt t7 F(t::J pCS F!E?O 117 ii C>i611• la ffefl[3Ei0Ddi JilGiit/ iFi[liQl rrcaff, 2. 7f1F7DFi3.fliGllD t Y!i:t7106!LlalGliO M' Cr 7 EMOM iii/M28' PRECAST W/ 2" RECESS ROOK U-LINTEL DATA TABLE L1^ .J5T,:h is tiY19YlSS1 h smLl if EMMMEIM itrt.7Ruillcr,.©7 i 1r0 ESCy;l7Cy[•&:r7K t•r2L•_.Ll"ll.'!V F3GQi67L1Lam. CIC'J[7C' i[SdiL!LFIi1PItL"1'.514'7L!'DCFl::!iILG CIL1 tT ctmil ilooll a ar:s:t:rrnsrrrrrs our IM C911r]G[•iGYlEti1lii'arL1L'i.':IRA,'•..71 rf +'tGCir9L tf Il mi i27rsart Inr:G!'rr mr+o DF t* ,• sta® a 2t ror • maot rl Tor •A' 41Wg= s Port MF,cw LIti^`• of 8Fox n^t UGE FAINIC UM _UWC r141.1m uR mi r .ate rr m •fir fst>u a Z7,lS 1 t R EINGaRC1110 C of fAltIOATNIN }JD EL . PRECAST U-LINTEL DATA TABLE r a 5n, fi7Y.YT_7t[7:•L+I\Y:No, 1'/7illVt:•111t•il]1•Ilt.i II R-L••-J i .11. Imar;r: rso ae3rrsn c:s. r t l7GBit1 E7a'C Llta M',7[•J20Q' z7fFi.?:NORiiD 1S r3/WL1t! iCS1 r aus r,,...•„• 1 tuL=i DE LII I•iC',Ir GfLIO Ei1E1'<.T1lftili[11; 1SLIWC% V!il3SJI7C1 4tL1R rt©[7flnr L LidG'i17LL>['Llt! tFdit 1Ei r'.i7CiiDc;3.r.9i iC/atI• ES®[: RLti r 6 r`:l:LZL1f1tH5t E'tCi R'tCarr.lTAt© IrTL'lL•Z,Jf;+ID IGS Ft1t7 rISL•41[L': 1:1•r nnfl'iif t:.^dmG'E410 At ratl Inrs[ Itr:rlr1u utsar asot rtTr rrto r misrrsr I txzo r[iG d[] IF7t'•:! av• IlSt31Yf.3lFSCiiFiS1<r1 ru PRO grAn LDo"100 is VXUW= FOR f{DWin ~AL rr U MTEC= tY CUMM V W MW CA= ti X040 M mr =ndr = t7r MR TU Ham Tr RN stater or CWr G U UM DA, L tTLDa WO' STWQ 'l/n t+lll ASTL AMC, M4 ri a. MOM TII TM LIl7R] Of 072RM AID fS lmll at1C[ N 15ri M1q• f/It =14 tLLD is =bW tV=D FOR E" W IS f7o! lrr/••Ia oIATOR ftaTlE ma qt @ Tim KEFEWMW CAUL rat ourm IMM AM A116 - ta. 01 tLtrifa • ti TRL mm L cm= DEtt = m /.. "oo fr rat 1' la9Lm4A 3mm 2 •mmtrt ADDrrao LRirr, I'.. Lm Am rat ALL lAml tACN OU Fa= • LAN Ytrrls R tJ raw. tr Po(T1tm= now fG 7. OIDIlI ftrSrtSS] IarlCt . O]a a fr OILTIL OF COCK= WUr R UM m UM of fR MMM term ftafat M 905 4 =Tumv, rmilums io tt7mtr Ufmm AW YAm= rm= PAODUCT=451D sturvawrloaua 00" yY% ¢ EOMCM SMTNER, FL = 04. hr NAL N 1i , R-RE UC. KO.44766 ML CAST-CRETE 8" LINTEL FABRICATION DETAILS mr nlvn ntnri- tlI m rA ctle f6t[0. fl. - Ri. m W9 I s= 907 TO = _ SAFE LATERAL LOADS FOR a At=o _omn• in ne CnR Au PRF7:ART P. PIOPCTRFRRFn tuAMTF1.s e, enen Ae*t ooenrneeacn luarlcls . CigSr ROtn' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH B118 taa-De I ara-n EF12-0e 40r2-n a b-M aml-1a ttFro De arm-n arxi cm 024-IB ePtsee 625-19 eru oe IF32 to 3,4 (421 PRECAST 2231 Sm 3713 5143 907 a054 SD2 10051 mO 4W0 6IU 750 a074 10114 11e09 4'-0' (4B1 PRECAST 1968 2W2751 3220 4e10 1351 7R14 a)D7 UM4am fU 7547 5374 Ittb4 Ilan 4'-0' (541 • PRIL'lST 1r 1669 2110 793, RA 4574 wb ow 2]d 4376 4113, 7547 aa72 IM4. 1Ia01 5-4' 64.1 PRECASTr 1217 1319 1434 IM 2W3123 3mD 424( Ia03 30u I SM 7547 aMwf IOIV rm 5-10'(J01 PRfTASI 1002 1105 1173 1131 2m my3m 3470 1451 262L 1 4WI 71631.4 60r.4 NOW e31a 6'-6' (781 PRECAST BOB 1736 217/ 1 40 3071 3707 1 4363 1 5011 I= 2177 1 3410 53/1 arm I=td a425 6' 90 PRECAST1 7, loll 1720 2a32 3 Ina 3191 30 1011 I-M 2061 3O4 a08i Na7, 1472 9'-4' (112l PRECAST 5rA Irm IR5 73a4 Sias Nf/ 3Sm 752 1245 160 2544 34m aim 10'-s•(126 fi PRECAST 475 631 an 1247 2053 2777 1153 2W6 43 IWI 1533 20" 2761 754 11'-," 136 PRECAST1 362 am taw la4a i123 3127 4aa 552 46 1369 lus 20 3122 40M 17-0' 144.1 PRECAST 337 54 5T3 1254 1Ea4 2J93 VZ 35R 540 a73 1254 101 2193 mis 3m 13'-4'(1W1 PRECAST 2y6 471 765 1075 N2e IBM 7310 2061 47i 755 1075 14 IBM 2511 2a1 14'-0'(ISB1 PRECAST 279 424 70r IU02 IMII im7 1127 200 442 70a 1002 139 1697 2127 7A0 17n PRESTRESSED tm ax e143a7a33713701901241246525172712 15'-4'(10}1 PRESTRESSED N.R. t3 Na 70c en 442 710 1250 I7J3 2m mo 15TS T7'-4'(2081 PRPSTRESSED N.R, IR to 1R 55 Na Im 300 545 o60 U20 18D9 150 WO I19'-4' (2321 PRESTRESSED N.R. ItR RR Nit ATi I toy lai NR 235 42D 750 1037 17a2 1515 1719 21'-4'(2561 PRESTREM MX tat 65 Iltt wt tm 10o 34 m 645 1114 13H 1448 2Y o' (264' PRFSTTZESgU Nay xa WI HI Its N2 10t I® 3O qm 7a4 iw 12a5 1394 24'-0'(2BB1 PRESTRESSED NR. lOt IR1 w rca fR m 127 730 450 a14 e1 IWL t2n ai"' ctp• SAFE LOAF PLF TYPE LENGTH Bue 8F8 RAMU 3'-D' (421- PRECAST 1025 1024 1698 4'4' (4n PRECAST 765 753 1309 4-6' ,(541 PRECAST 592 591 1073 5'-4' (641 PREri1ST 411 411 745 8'-10' (701 PRECAST 340 339 816 IT-6- (7R1 PRECAST 507 721 490 1-6' (90) PRECAST 424 534 30 9'-4' (1121 PRECAST 326 • 512 230 10-6' (1261 PRECAST 284 401 1 BO 11'-4' (1301 PRECAST 260 452 154 12-T(1441PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 i e-O' (1681 PRECAST 205 293 100 14'-S'(1761PRFSIM. N.R. 284 91 IV-4'(1541PRESIRFSSEO N.R. 256 83 17--4'(2081 PREST7ESSED N.R. 194 64 19'-4'(232) PRESTRESSSED N.R. 148 52 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0'(254') PRESTRESSED N.R. 118 40 24'-0' (2W) PRESTRESSED IL1L 91 33 RAFT UPLIFT LOADS FOR 8" PPMAST & PRESTRESSED U-11NTELS Oft--*T ti SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH ara-rt an-27 IV2 r arlr2r I V%- Ir arts a m- tr mo- ar 1724- Ir a124- 2T arss- IT Y2a• 2r 4F32- IT ec> z 7r 3'$ ( 421 PRECAST 15U 205 24 4394 51a1 8132 7m1 ISO nO 3524 4394 S261 6132 7031 4'- 0' (4B1 PRECAST r761 SIM) 32815 6m sm IU3 73W 3040 3/f5 4370 67A m7/ IV - a- (541 PRF611ST 1707 2040 2707 33A 4M 4711 6M 1= 7 2040 2707 5 4043 471f M 5- 4' (64 PRECAST Iola n 227/ 2VII 9 316 4522 IOfa ILIS wa 2m 1 M99 3,a1 im 5- 10'(701 PRECAST 20 750! 31D7 SIM) 41M 935 IW 3620 W3 6 - 5' (761 PRECAST 4 1 1 2 a25 3 134 14m 16O 3" 2m 3251 3712 7'- 6' (Bt)7 PRECAST 717 1065 t624 b073 2W 311a 717 12L 1124 5 242a 2a27 MR 9'- v (1121 PRECAST 53I 7W 113/ 1474 ial6 2J57 2300 59) aax 13 a lau tab 2294 2)19 10'- 6'(126)PRECAST 670 a 1a Ina 1411 OJ4 20it aW OS 11W ISn 17aS 2348 11'- 4-(1361 PRECAST 74 E04 i MU IW7 1274 1517 1751 494 607 l01 13n I/U W15 21m 12- 0'(1441 PREGST 470 459 72, 02 11 139 ISM 47D 550 m 13M lW let 2075 cd 13'- 4' (I Sol PRECAST 144 3W 7m DR 1143 I313 424 • 4W 7a0 1119 la i iw 14'- O'(1661PRl SE mt 35a m 724 a59 1054 Mod 110 425 77 V 1093A kWr.1 16E2 IW7 14' 8'(1761 PRESTRESSED am 5a a 1t3I 240 39s l33 9W rml wro 1!n Ir34 13'- i'(1841 PRESTRESSED 224 313 4" 62/ 7a oil IDS4 m m 01a Aa 121 Uf0 INN 17'- 4' (2081 PROTH SSED IV 192 203 ma 40 Us l 74D 05 I 7N ir 1141 1473 10'- 4'(2321 PRESTRESSED 224 34 4 647 iR 47 In 2a3 429 m 841 1059 227 21'- 4' (2561 PTifSTRESSm 142 m>, 33 4eD re/ 635 142 m 373 537 721 995 04 2s'- 0' (2641 PiiESTREW I11 117 x/5 379 ifix 541 em 137 223 513 1a6 067rd oil 24'- 0'(2fi8')PRESTA[SStD t24 170 207 x Ie M7 IN 102 SS 121a B76 1) THE NUMBERS IN PARENI19M ARE PERCENT REXMO7LS FOR GRADE 40 • SEE GENERAL NOTE R0. 1B ON SKET 3 OF 3. U)7NW1. REDADDEDREBAR. SEE GENERAL NOTE NO. 4 ON S EET 3 OF 3. PRDntC 0 PRODUCTRIJVISED PRODUCT R7+ n,7 ,dbtti6llJ rot,fua Fl ,` as gdyf% wtlh Um Flolido &.lding Cb&oWrcrc wy9 t3no , WWL NOTES - SHEET 3 OF 3 155 ARE PLKl,LN7 KLIJUG1111145 Mi b71AUL 4U GENERAL NOTE NO. 4 ON SIM 3 OF 3. PRODUpJCy r'p71R14617D n`; `, 2• a Z. CFWGPAARWO DM yA-,I/0' ,,//. Il SfffNER R.03604 FL P.LUC. N0.44758 8" LINTEL FABRICATION DETAILS sAM r,RAVrrY LOADS FOR B" PRECAST w! r RECESS DODR U-I1MLS 44i6:'tl SAFE LOAD -POUNDS PER LINEARFOOT TYPE LENGTH BRU6 6n14-ao wI a Fl xne-a ears wv" D- e71F6-1e ellrl6-1D aWH-tg eiFID-I DF22-t 61DL-ta eAF3o-I 4'-4' (52 PRECAST 1635 1749 3364 ueD 4349 54L 640 7667 1571 3602 3206 6e39 a050 0479 3 4'-0° (54' PRS'AST 1494 1521 W03 ml Mill 4945 6924 t1904 mll J690 5 61i1 a060 79 tM 5'-8• (6B•f PRECAST 866 m 1770 1716 2177 25W 3402 J068 1197 2481 4367 WU W6 7217 0J11 5-10°(70' PRECAST d10 e50 1633 1600 212+ 2549 SS74 370D 7tIJ 4242 1039 I'lig M PJ 6'• (BD•) PREG\ST 797 901 la73 3120 SM 7747 145 73W 1101 1e25 3120 fi040 7215 0AP IOe 90'} PRECAST 669 755 4490 2469 3775 3743 7239 UM 755 149D 2452 3776 5743 00ko 051 9'-8' (fi8) PRECAST 411 466 D9! t56a 2253 3129 4WI 31/e 620 1 16! 156e 27:a1 Jill 4f7A 5011 SAFE LATEMLLOADSFOR A• ORPr`dAT v19'• RF[:FAA rinnR [IA IN1F1 A p ,,,,*M SAFELOAD LENGTH TYPE 8RF6 R(+MU 4'- 4R (527 WAST 750 757 1164 V- 6' (541 PREMST 694 693 1073 5- 8• (881 PRECAST 408 407 655 5'- 10' (70') PRECAST 382 381 616 6- 8' (807 PRECAST 595 788 464 Y- 8• (201 PRTCASST 609 674 363 9'- 8' (t In PRECAST 370 490 2 t 4 SA1- E UPLIFT LOADS FOR B" PRECAST wT 2' RECESS DOOR U-LINTELS Cw1Cr•" o-mv SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH wFa- 1r W8- 2T uF16-- 1 11MG- 8l4- 1 W14- 2 aRrte- 1 e101D 6 n-1 W22- soTz,- SRF21- 4,•( PRECAST SbS 160 2362 J056 3751 440 t103 1W6 2362 7030 3751 4445 4'- 6' (541 PRECAST 667 160+ 2272 2939 3601 4D5 IMM, 85716042922e703W74275IA6 I T707 2320 21% Ma e75 r2m 1727 2378 2e64 J7a2 5'- 10'(70' PfECAST ass I207 174e 225! V73 M" 55 12D IT46 2259 2777 3XIS V99 6' 8• (an PRE]"rAST 570 014 1 T1 W 2422 2671 3321 570 IMD I= IUD 2429 ZM Tj2! 71- V (90") PREW ms 742 1394 176E 2161 2517 eus 506 e33 1364 I763 2169 2W Ia B'- B• (116•% PRLCJ3T M . lie 1 I'll"' 1e52 21ID an 510 ion I= r7ol 2016 2331 THE NUMEAS P4 PARENMESIS ARE PERCENT REDUCTIM FOR GRADE 40 SEE CENERAL NOTE 18 THE NUMBERS N PARDOHESIS ARE PERCETU RFDMIONS FOR GRADE 40 nw ADDED REHAB. SEE GENERAL NOTE NO. 4 FTEW ADDED REM SE MOM ROLE ND. 4 GET4M NOTES Q 1-I/2' k41 ..YOn d Ih. c.4 1. --dctr nAd cd •Jladq V TYPE DESIGNATION frr a• G.I • 4wo Nd p¢ clrruM llpNi 000 F-dog rc 1. fffM 13) Tb our w and_ d khlr le hld u alwr cww(d u.eAl i .t:d Mn - W02d41m47rdN .xfY4ra dU ISDI n yr Wv c3Mv'd u 3} Id LIM F • 08 93 QWUt / 0 • INRDW W. 00Or OF !3 0®4t 1R rC11Wa11100. m mory 4W W s. •deYrv. CA I' d IQ U.1 W!d g 4fID w4.1 (QJ r gl) of he6Wd_ •QdmQ 1. faM h dold Hi W. HiPd+l 3. I B T yydlv (Sp7 A 10 Md. AD br w nll.n Iw A9Y ez70 17F4 Y w 6ndkd Md 2) Ia Iod Wd m eifnm + orWW 1 wb% nines. c9 9canc NF7N Y.deuld Pd S. f..uied Yvd } ad. Yfrdd 4( S r ;, 8 F 16 -1 tom UM-i J I gp m v 15 T3^^ 0- fr Odd bA Sul p nst 4 uW Itr+Y 10 r.r mp.* Wd b.49. al *mm m6 bW I+.m n.4 k- Wgld abm 7 M.419040 ID3M A TW 1 1 •IYd. icYlmlJllra, IW Yn w hqd mloec— IQ rrrotakw. mt .5c or. Fs REM a F 3) P e&. Us awtw Yd .d Aar 14,& In 3@ W& — —,.ur d .D.1dr Wdx 0 1ai (0 6E0h 4) m md.. 1. p-,-*6I—Aw D.. l vW rd.1w Iw d.e { D aal dW1 ad]r. 18) S.•a lw& Ycd m r3wd da77. mdf+ F•• 4a ® d AP 311 y r 1- 1/2• ctT7A y ww y p a E11m2Ie r6SwRs.e i 6f1! FA5) elp°F60iC S i° o 1q wA15Lmiuvd awi ms.min1 i fj aY.n Iha 6d.L Sn`mis idn d6Gd k r 2: e7ul w ,wr 1.°,t4•'a+ tayu m..e anr3nucrtrg4ex Yp J S G,• CIN6Y IN fYfd. 6datnev7W7btn3L dx Flv.idt C.O. iK".m I604xi U.1e. 8u11 rta cal. 1' ' y , J' •• Maur d S5w4 I.. Wit, o 14a4te a - - 022 5 L T7 r1 q b 4m.QW Yc to F5,mb= RTbe a nOlNfl0c. v 19aa GHiT sXXU muLdd11ddandu>;b A lb edRrewd Irtt4d 15. d. IIW ex.adnld Y.e IM. t.. of. Yd Ic719. SEE SAFE LAM InAD FAnMLES Fali l dtOoyluW. O_B 8F•32 j J ltt/ + P RODUCI' ROv156UFiF2B iICNA 00000 aElODIt010 rROn®N 1e101 ' 2) —M. q a ¢: `. i ahDe memo mF .1:a a + o:ry Im. Da i.: RE FORCEO Q4J URAIU) 4 14c ... , G EN ' • edmmp tia,he 6wd p Cum 10) ILIA- H.AIdd EUU. COUR6E PRODUCTN8g1YeD • + tOvPlml lO ND R O 2dL2 1'a=arRi! 10 9W= 1:0 o34d .da to Yt Wd d IN W.Wo d m. 11Ad m01. I C1R TTP 7) 15 REHAB Evlt4tve CbeoVMW O,QQOR40or 6R0D Acvgemc. Nv b/ 01?, y ><C Ma' 2aUm Q L 77.8 CnntnP CRNB n1° Q417d I1H3t el FM N. p]W' 7 N. •uZld Fp••( PAfiFiE40R1 \ 0 6324 CH b79 y i r..S• Oi:...'."ctJG.4 8EFR4ERFL 55584 nt1u I f!? I iTd T`;uJli a. ie1:I3iC1'IDYI.:YGI ,(? -; LJTiTaarflsi1Q4 11Mr. I cl L IfrJ•.':Y4(' /`" 7 " ' 47'i.l'd: fd"•7.1:7 V11.'lll: :lr77i:17 ii 3%Pi : ••, j, 'F•`l<;;R,li!••' /L rS.,!if•'i` • , irs\ta7IT>i•li• F7w'11C•I7.7:Y!•Il lk7 ire;a:cea:ua:T a>• v47tda161r_r:rwrrr. --© M IA,MI•DADE MIAMI-DADS COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 Sw 26 Street, Room 208 BOARD AND CODE ADIV11lISTRATIONDWISION Miami, Florida33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Nnvw.miamidade,¢ov/economy Cast -Crete USA, Inc. P.O. Box 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 AHT 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" Illgh Strength Precast ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan ino, 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 Pan ino, 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 Helmy A. Makar, P.E., M.S. rrrarur an> courvry NOANo.17-0821.18 A Expiration Date: 09/11/2018NMWApprovalDate: 09/28/2017 09 JZ g/Zon Page 1 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 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmi,ntg 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 #I dated April 28, 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, 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, PA D. MATE, RIALL CERTIFICATION: 1. Quality Systent'Manual for Cast -Crete Machine Made Precast Lintels revised on May], 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. FD46I2, 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. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.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. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drativing 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 Allarch 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 of Permitting, Environment and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi6dng 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 and Economic Resow-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. d. C-14efiny 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. Drmi,ing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 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 Department of Regulatory and Economic Resources (PER). 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 SUBA UTTED 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 (REP). 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. Helmy 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 q4HIGH,® STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'r TYPE 'A"_SMFF RL WAIVILlll7i l/fS l/aIFILC/ C/iiiLL] t,.-. 1 I. f I I r _ .t mU ice®• rcaatulalisz.titacrta r,a(17fL'i71 itCL trc r lilad:/..rfc;a fL5®[ErlSl_''7 J r: OfII"I II F L'Lf O Fosimwtaru 3apav r r+cta s©f::irtzu.tFmrrs r nr,cn fiCFNrT!9f[T T"' 11d'ii7Fei!nFd rllA\tti asacsn rca ra[vn:.rmraravno rrsat7-nt©an atarvFynr m ra ra Martxru^.rrasarrl.s s raat2 tFFa vntF r trtm9rll•, Fra r.s MOM u---Wff Frtla-are= Frtr rr rFtcyrF t n, mlE*>•rtasLlmrrrr>tuc.raa*a rtlaFrarrstar_!_r.:FF vrratrr rFa!,ar2!•9 0 rr FFxrar ruume+r t:o r cunsrarc L,rF rrFa..r Fom Fi•iM-NOWw-'I. t Jl u"iL3:Ul:lrBl 1•S^•la• - I rra.rt a ncar t vmr a niu F,zato aF,eum attt:.rtrs FcacyvtnF!rr vt for Krsn mrdr:s • t92AEvtt3tur"rr/Jsf nev ne r ncv •.as aa.s•, r _a.ysur>r •YAn n t C,z1 nn Fres nr_.•.earaur sr>':• rcaaacszrmcrcr.rr-.1:rat r 12ra ar:2arFa itrr rllu13=lmt SIO! IrlVDL11 0 a IOUiDa D novww f" Pfmw ANIaYA. tr D I DifLlm rf Carn" LAM AND OHI01 [ R1MIt aQrD CA mrswim L to—K DD .Uw r/. Mr d ASICI A A AND ry no 4. ramin STM=, • AD V LUM LOU" . u•r t Ma W m NI• 4 n= a w rWOof •f LaaV1• Rq m Aa Ca11Qu L fLClODaUMMMr. f• . FM tD . AL • Dim An u Da rrm D.D1 a0 0 n[ rmavrmO & IL! 1>aunr - ,m. 4 ttft'1II w M1 . W •A I r • Im Lq0 It GM] . !. S11W to rmV•O •AG[ fA aCltla• YOrtl Sr0O i s•r,ol nal DULL 4 GVf .... am rtta t rl nm ton Dla r t¢amt rrml tACH DV, v r Nn n wa urinr Ifni mU1 1RN1 Fa" G MA ?R0DUC rRBVISm G. CEN • ' Q'i QgW wthtlloFlo,i fiat?meoNol oBZpxonuCFF:6vtsnD 0,4 /B D+cm+drtCedorim mo FF ttdlpul{dW o o: coa•t8 S T OF • elm FLP.E.UC-NO.44756 ma PRECAST AND PRESTRESSED LINTEL DETAILS Flit rU n V=4-11 r11Ud m Z: M= S= Al UM um S/t QaGiFD m ctAto FA= Fl I 0= 0 F0012 Sn 1 0 GENERAL NOTES q wwt.m r. 4' .ud Add - 3000 pd r. P Id Wei . 6000 tlD Yvt oiunm not lobo pv i1511d A6dI r7e GrAa4 WIW avtor pv ASOI C370 aps Y a s i) N uN 6-d tdk3 b.ad .n •iiy®.m 4 lah oa d bmrhP met .fd4.rc h 20X IfaRE.uG'AIc plhth L Won 1/3 Iwita. 3) mW hA m.Aa bd odd hmd )OWL 4) 1M ¢:vba Y tvmlbra4. t.lsole. W -00, 1.dayw fa pnG 40 rw .tld fdrr. f I % rddm29 114 426 r (no {Q iLpq 7) Al rtdd4 moot v .Sam dRMM- bmmnx wead. w UibO d rdkdka kWv U. 13 road t. adam mativ Q. W& alla" cads Salim 16DW m g —UL d) Shu Mal Odd4 m 1) 4' Odd LAd• to b4 b:t.:d ./ 4' loco;= Wt...td c.,d e' dmmdm " AML t) Ydc kw 1.1d loot cectpy •G 11c uclx Ivrc1 t) IM 4 .km ray .whet. u.Lm d Imd. Imm th. cd. kd l.Ln by ledniofog b. mLnmr r.d.Uq t.ceoi and door d d-4.r.y fmn IS. mwd to m 0r•I—,.Ad cO 4d " andw u/iq. n.ldu d Ib..ob t+ W T14 1wio •/rwi d rwtd. 1o4Y1d .d.Av d4 •a'pm4r .00m rdMI.DnO. oodbtp .1wmo .0plyd Y mm I ..a1rh] 01_.1. a I Qd 14) ..b ., Ad M 01.11 rmh4dleadi9a' '°' fi0e'9 •M+1 ApEtd .vic0 b.d k 1.dr..Y 5 IL Sd. nrliod Y4d 5.r. th.td lad 16) A, a+tfm0. Odd Fdghl. ml •41t4 w -N Ic.d rnm mA 1. hdgbt di • 15) Fa b" w gLI,. mi 9W.-k bu .6 14.d Lan Mt Meat 1w 4hcv4 17) 3d4 to db — w pµtq oad 40..bb Y.G. 18) S. k buds bwd w n0powd dWp r,.¢yab prOFIO MO add AD 316 19) AdEwd r.k(.rrd Yloncd• mamf- imb (XCW1 dot. DY Wd Su deltl bdcn i SEE SAFE UTERk LM TABLES FOR LOAD RATWG FOR ETCH ADDMWL RME)NFORCED ( RGIU) s, 7LECUU5 REBAR FOR 8' UN[F15 1/2' CIR TYP r,'va, 2; 5 REBAR FOR 12' UNH1S GR40 or QMO SAFE LOADS FOR 4" SOLID LINTELS C"_1101 m GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'--0' ( 481 PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10'( 701 PRECAST 460 6'-6' ( 781 PRECAST 360 7'-G' ( 901 PRECAST 260 9'-4' ( 11n PRECAST 156 10'-6' ( 126') PRECAST 116 12U8 Cws 1CM UPuF7 LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-•0' ( 48' PRECAST 597 320 4'-6' ( 541 PRECAST 529 258 5'-10'( 70r) PRECAST 407 148 6'-6' ( 78' PRECAST 366 118 7'-r ( 900 PRECAST 280 87 9'-4- ( 112' PRECAST 187 55 10'-r( 12n PRECAST 152 43 12FB 121" 12 12F16 to) RR. - HA Aid - .•- - `-0 "I..Iq sort. Ikid .ddM robot t. b4 Ymld d D. bottom d U4 atd `' ;:f %i r f3 y: };. PRODUCT RSVISED 6U8 r, o. WlybV e11h 11v: F.ridr 6F8 6F12 6F16 1rti. t s', : i.,• • Bu1I, N0, ole laoo Zl. lg TYPE OESIGNATION r/-Illm mOVJ .-IETeID By 1 1 • • • • y' .{ 4 ' lr4J >ti.Y.1 ','1•Z.•~ rta;wv new rt A7.}? b;}„ • •i 12F16-2B/ 2T y • : +: ti '- :'t•`'.`•a r : i ' , lOt q wmm rm ,t ums • . 0 rm• o a cw> >-4 :` 'ti;:r.?:; r . k.:: C. . • . e.':.e:. ;, i , 3- t- tJram a •' "y F• Svc i i r ie' vi.'... .5 ::: ;l.• is iy 1• .. a 4S8 G . s r rt y1 , Pl • •' 12F28 12F24 12F20 o V?'(•,' v .Q001 av w ,.;. 'r - • - PRODIILy7iopOOYf61 HMI f 1l i• ::.. S, ::: . b ,, ' %' OvfI W}'i.p. D. Du Plorbla 400a nn.. a• ', S7 T dhf I t a • may" • • • • • • • • 0. x- ._ % .',(tt: C G PARR1iJ0 Bi l lk• Oda 17 Nomm erlmtl :' • R ti O P' %: CR 670 7 6F32 6F28 6F24 6F2D tOt s`S N - - 'G 0 RSEMER. _ &%W ' Q it R r CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 /L1.. 1Ae< i. c dI1rD[ 11"IC D•sDts a au>m br. 3oRrA Auww scAtt nts WE- 3 1 CN[tl{0D Aft C140 paulA m - tCa 101. 403i 0lAF0&: HO. LI4412 SOD !OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST LFLINTELS 4-1444 M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE SUB 6F6-IB 6F12-1B6F15-IB6F20-166F24-1BVZ-1 6F32-1B S-6- (421 PRECAST 2332 2676 3892 5050 6148 7227 B297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297. 9357 4'-6' (541 PRECAST 1654 1837 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 105 6'-6' (78' PRECAST 949 1078 1831 28M 4328 6737 8297 9357 7'-6' (901 PRECAST 779 853 1459 2168 3151 4524 6654 9357 9'-4- (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126') PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4"(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(1691 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 285 1198 1437 SAFE LATERAL LOADS FnIQ A- VD14-AM IIJ IMT91 C C, 4_0" SAFE LOAD PLF LENGTH TYPE SUB BF8 RCMU Y-6' (421 PRECAST 587 1055 596 4'- T (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10' (701 PRECAST 300 380 198 6'-V (781 PRECAST 253 496 157 7'-6- (901 PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4-(136) PRECAST 139 311 49 12'-0'(144' PRECAST 131 277 44 3'-4'(160`) PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 17'-4'(PRESTRESSED N.R. 130 21 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS W-4—p SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE: 6F8-17 6F12-lT 6F16-IT 6FF20-1T 6F24-IT 5F28-IT U32-17 3'-8' (42' PRECAST 1412 7074 2715 3356 3997 463B 5279 4'-0' (48' PRECAST 1225 1BOO 2357 2913 3470 4027 4583 4'-6' (54' PRECAST 1033 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 8'-6' (7B' PRECAST 723 ID97 1437 gj 1777 2117 2457 2797 7'-6- (901 PRECAST 648 863, 1249 154414 164014 2135 m 2431 9'-4- (112-) PRECAST 573 571" 980 1252 1492CK 1732 1072 10'-6'(1261 PRECAST 514 462" 787 j 1121 133 1551 1786 1l'-4'(1361 PRECAST 474 404 885 985 1213 1412 1645 T2'-O'(1441 PRECAST 454 387 819 888 1093 1299 1506 13'-4'(1SO-) PRECAST 402 308 (41 516 738 0, 906 1078 1247 14'-O'(1681 PRECAST 363 285. 475 677 832 989 1145 17'-4'(2081 PRECAST 253 208 j 338 476 585 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR • SEE GENERAL NOTE 18 (9) THE NUMBERS IN PNiEMNESLS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 PRODUCF:tGVi8F7) m wm0*0 IvUh ft Plmldo 8oDd1 CWn Aacpa'-1-20W2. 1, gPA Ale 0. 44 a 0buarRevls o 16t Fkddp ion 3.oT SEE GENERAL NOTES - SHEET 1 OF 3 NO sS/OI iAt 52 , STF632 `- FN 4 OR 579 ° ct Cbm"IR. f.11lills'v PLF.E.UC.Np.4VS6 31- CAST—CRETE 4", 6' & 12" LINTEL SAFE LOAD TABLESI'd ag WWIs51 /14f FOE YAIm 06TEF1/ uaAltll WI lONJ4 ALi11D Sq,IL IL1S GA1E1 S/t1f03 CIIFCKFD DTI CRAIC FAm F,G - Fm Iq, j5 fdAtlIIIdN0. W O i smET 2 OF 3 TERAL LOADS SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS PORS 12' PRFMASIIT 11 R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4- M-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12F8-28 IVU-20 W16- 12F20-29 1IF74-28 12F28-28 12F37-26 3'- 6' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'- O' (48' PRECAST 2923 4232 5838 7819 9352 11050 12755 14438 V- 6' (54' PRECAST 2396 3464 5304 7619 9352 11060 IZ755 144M 5'- 10-(M PRECAST 1612 2320 3218 5234 8487 I WISO 12755 144 , 6'- 6' (78' PRECAST 1986 2679 4196 6421 10032 12755 144 7- 6' (On PRECAST 1628 2131 3218 4676 8756 9783 13521( 9'- 4' (1121 PRECAST L614 1216 1535 2230 3083 4167 5593 755 10' 4'(126') PRECAST 1043 1295 1853 2516 3323 4334 5632II'-4"(136j PRECAST 945 1162 1649 2216 2893 3719 4746 12'- O'(1441 PRECAST 455 378 1073 1513 2020 2817 3333 4208 13'- 4'(160' PRECAST 359 767 928 1294 1709 2188 2743 3409 PRECAST 321 7204 865 1204 1%4 2017 2451 31064 17'- 4"(208' PRECAST N.R. 451, 631 881 1141 1428D• 1750 2102 19'. 4'(232') PRECAST N.R. 343 477 9 700 925 1152041380 1809 U) X NU=M IN D IDIESIS ARE PFRDFM oc=M FOR GIM 40 FF30 AODLD REDAIL SEE CQ M NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2' RECESS DOOR U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M MS-20 WAD- IM4_ IN18- INd22-' IN25 1W.14 4'- 4' (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 5679 4'- 6' (54') PRECAST 23A 2740 5468 7584 9640 11669 13879 15679 5'- B' (681 PRECAST 1347 1841 35M 6395 9640 11669 13679 15871G 5'- 10'(701 PRECAST 1259 1758 3351 5954 935E 11669 13579 158 6'- 8- (801 PRECAST 924 1430 2833 4415 8884 Wj 12574, 14804 7'- 6' (901 PRECAST 703 1203 2157 1 3494 1 5259 7922 9623 113 9'- 8" (1151 PRECAST 389 B43 1 1451 2157 1 32W 4427 5417 8380 U) DE MWEI6 E FMLK lIL55 RE P lW9 IDDIRI@`6 KIN CODE 43 HELD 000ED MBAIL SEE OWNL R N01E RD. 4 _ SAFELOAD LENGTH TYPE 12U8 121`6 R0 3'- e (42' PRECAST 1296 4841 334, 4'- 0' (48') PRECAST 1295 4841 299 4'- 6- (54' PRECAST 1049 3922 2417 5'- 10-(70' PRECAST 681 2547 155 6'- 6' (78') PRECAST 579 2187 12 Y- 8' (90') PRECAST 474 177`1 914' 9'- 4- (1 In PRECAST 355 1326 58 10'- 6"(1261 PRECAST 306 11431 454r, 11'- 4'(IV) PRECAST 278 1041 38 12'- 0"(1441 PRECAST 260 971 3 13'- 4" (16n PRECAST 229 857 278 14'- O'(I68' PRECAST 216 809 251 17'- 4'(2Wj PRESTRESSED N.R. 833 16 19'- 4'(2321 PRESTRESS N.R. 534 130 04 IY. NL .- 10 SAFE LATERAL LOADS FOR 12' PRECAST w)2" RECESS DOOR II -LINTELS C LO PLF LENGTH ---- 4'- 4' (52' PRECAST 4'- r. (541 PRECAST 5'- 0' on PRECAST 5'- 10'(70' PRECAST 8'- 8" (801 PRECAST 7 - 8' (90' PRECAST 9' 4" (116' PRECAST PROLWOr RE! 8w- 0 Cn! &wimV o# d. SEE GENERAL NOTES - SHEET 1 OF 3 ViDn" or m—=— I dam k& 410MR14am SAFE LOAD -POUNDS PER LINEAR FOOT LENGTFI TYPE 12TB-21 12FI2-2T 12FIS-21 IV20-2T 121`24-17 2F 32-2T 3'- 6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 5347 7355 8384 5'- 10'(7n PRECAST 1623 2527 3310 4092 4875 58H 5441 8'- 6' (781 PRECAST 1444 2269,j2972 3575 4378 5081 5784 7- 6' (901 PRECAST 12670 1787 258 3114fM 380b m 4417,A 5028 9'- 4- (1121 PRECAST 1028 117 2006 2590 3087 360 4079 10'- 6'(1261 PRECAST 920 947 1512 2281 2764pK; 32D9 3653 IV- 4-(136) PRECAST 655 8Z9 1404 1982w 2441 2902, 3364 12'- 0"(1441 PRECAST B14 753 1269 1788 2201 2618 3032 13'- 4'(160' PRECAST 678 633 1057w 1485 1826 2169 2513 14'- O'(15n PRECAST 622 588 974 1365 1679m 17'-4"(208' PRECAST 434 427 695 964 1182 19'- 4'(23n PRECAST 366 3701 523 817 1002 1) THE RIAIM IN PN[MHF95 ARE F FWff REIDIC =FAR GRADE 40 READ ADDED FEW SEE GMAI, NOTE N0. 4 SAFE UPLIFT LOADS FOR 12" PRECASTwl2" RECESS DOOR U-UNTELS 4 4W&M I SAFE LOAD -POUNDS PER LINEAR FOOT 3692 256 4'-4- (521 PRECAST 1626 126M 13748 4806 1 5W7 1 SIM 7989 3458 2417 4'-6' (541 PRECAST 1558 2582 3602 4623 6643 6554 7684 2236 165 5'-8" (Sn PRECAST 1210 2042 2850 3658 4456 5273 6081 2129 1552,5'-10'(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 1716 117 61-8' (801 PRECAST 10201 15M 2426 3114 3BD2 4489 5177 1438 914 7'-6- (90') PRECAST 904,4 1226 2163 2776 W90 4003 4617 1011 9" 1181 PRECAST 703 IX 771 1472 2181 2663 3145 3628 f0. 6®E16 IN PMDINUM ATE PEIRMIT REDIXIINS MR G • • ENS' • 40 FIELD ADDED RFELAR SEE CaUX NOTE 1A 4 447 LtRODUCl14FV1SPD b plylrl viUl On 17mlda OOOdRUCod. E F L • Aeoopl.Iw No 0 0 ,03 RAIG L : C6324C 579 9enT A1k ConO L- a 9on 6324CR519 SS70 E 01 SEPINIM s>L 33584 Endo n A'• F. .4 FL. PE.'18I;,W).4>g758 UMCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FRE RWC un9R7-u dAAYi m mHAN AARAW s" 1• N.15. WFI S S OI[RdD IF =9 IMID. Id. - KIM N0. 40M 9RAEMN0. LI4212 SKEET 3 Or S MIAMI•DADE MIAMI-DARE 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.miamidnde.gov/economy Cast -Crete USA, Inc. P.O. Box 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 tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" S inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Panino, 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 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. EMANATION of thisNOA will occur after the expiration date or if there has been arevision 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 B-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. MIAMFDADE COON NOA No. 17-0821.19 Expiration Date: OS/21/2022022 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P,E, dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural 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 11111196, 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 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. AYlill Cert fled Inspection Report #20-8345 dated 11113195 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 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-1i119805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for 45 rebar by Birmingham Steel Corp. my 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 I._ ... .._. - .. 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 Allade 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 811Lintel Fabrication Details". sheet I oft, 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 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 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.B. D. MATERIAL CERTIFICATION: 1. Quality,S vstem 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. t. -, f /, 4. // c Alelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 0521/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SU13NUTTED 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, RE„ 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 # 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.E., certifying compliance with the Florida Building Code, 2007 Edition. e d. &Z':2t2 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 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 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 SUBMTTED UNDER PREVIOUS APPROVAL #14-0903.02 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 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 (PER). 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. 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 S. 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 ASTME-529-94, prepared by FTL, 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 1. None, 4 ,( eimy 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 SUBNTTED 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. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. clmy A. Malcar, 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 r 53 I ail 1 _ IJ . . l rtl . I• li „ LA' STIRRUPS" p BARUPS 6 1 81 LI STIRRUP AILSsuenra• 7/32"0 11A STIRRUPS TYPE W STIRRUPS Y Y) s•-e" LR1Ti% 613;ir • t ar11' rt .rr+rr PRFSTRESSED U-LINTEL DATATABLE Yf.Y_-i!!t Y7 iJJE1 J a:+eJr.v"7pG7 Fltl7Z.f ii[>iQifaE>• Ici rom rav f trFJ;,t>a 6rGi CS7F7T flC3it7L217Jft Ccli iA EL'QY['IDa i7ElF/cE—i'..7'ii DrT S7f[]fl 1G_71 f MM i"r MI y MiL 8" PRECAST W/ 2' RECESS DOOR "- RTE"ATA TABLE I 1 YiY•-`iifi,tY7i•'FrU 7E:JI II.lifer/T•11}G i,?!D E 471 a eY+c,©mrr m au rtaz::,r+r,4-+.. t,.n aesu r c>t rzr. CIG FGSiftlGilFZlFI iT'ar IT.Y}Tb LF t7/O Ll iifF iif ltl LL''f7 i11J• rai""+1 LTIiu"SC/EYl..'.JF]G!i©4 ucrar+r r<'rva ar u rn;.r.•+v arrlr nizerarl.srtfs:artrci>,rnrs;rr r rrerno OF m •r manm MrLLm.0 whit ` pn W {_ L 05 j• r. loon+ .. tfD,FTIRa H0 C 0E FAGRrJT ON LODn r4i'Q•• K r7 m•mr i mi•r raniv a ou 22 7.IS i i f a Y L -. J .. rirnE=o Lwn rnim.euo CAGE r•..v+Anat uooEi PRFCA4T u-LINTFL DATA TABLE WIN WIN{.-^y17Y.YUJ,mr, J l!:if1 i1Ji1!?lily'` c i1!7®noFamr-M 22Moansr111 C=aravnns a at+e nesrm z rLI"" UWAMv uc,tavao LZT7 lam rfi 7r sii7Li>LS7r131ilJ4 f=> rasamnmrT.nfUM-Ar Jr13 E3C1 P.19 fc rr lmclIacin mCil[•I]Ittxir7 aolCllir:f:ti:UJUMMEiCaaf m yrn©a.sarrrr3f r auu c7.9fE,aFlcro iW7 rI1MIrJ[AtY DUa31411Di: o rtDaon FOD lODirCr ArItMYAL- Eris I.DIEOrm R co"WHT Lm Ado m m tE X04= Cm QA <QImOUIEO r. XMq*x= XM; l/n O ASOI A W] N. d1. t. MOTO Utt TOME WaM OF SUW2- AD. is am am 0 aw A.M. T/Is nom t®DQA p =M D SUJM FM V" ovaMU MOM LUff-RUMA ml 7IOfi6A" mh N "a lmffm .40 0ADE7 rat GOJI/1t mu0 arm A41C - Tb• or •1m ' • T.M im L OGII = nitVWI /.. s000 0 Vol • tIDffa.m CAGE =a rAoW L srmL AtwAisn. UtrO., 11• • om In rot Au IM "m mom MAN IONS .. " ramlDr of IOITRQrnMM IRA M L DmuF. rtEsittit roan I'- OO.TD. or Cmc = w tt u>m m tau ar ItmMMSG utm AXMO 1. MAOR 4. SrtYNItTIgum ItifRal i0 at= LDaC Dm YJDKM FMCS MA EN p • t'RODUCT DCYISI f rmn&q cwotv.vncrr Daa. 9• . %'C Bq UmI .1. p E 0 ` CfUQ PAFANO ry,. r< VZi•+/OjfNA1_EN 0 . ELKELtr RC. se CAST-CRETE 8" LINTEL FABRICATION DETAILS C OADS OR QAt2F nomnw I nenc 1:nR A" PRECAST R PRESTRESSED U- JNTELS A-=rnlaTAoo7gMMAM I4TWrrFIa . SAFE UPLIFT LOADS FOR 6' PMASTIS PRESTRESSED U-IATELS wsl 4selo• SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENC3 TH 8a Rh•08 t0a 17 aT12-031M. aF11-to d.11-Ia W"-46 Ma-Ii ff2i-0 US-10 VJ-W 9Fb1e Wn-8 6 19 S4 (4 PREWMT 2231 m 3719 ale3 6607 em4 8502 10951 301E 49M 113 7547 W74 10394 IIw9 4!-0- (46) PRECAST 1866 2311 I SW4aw 5n1 7034 8107 103 im 113 7547 U74 1094 IISM 4'-0' (54) • PRECAST 1598 Ion 2110 2411 3753 1 457E SAW 1224 2189 437a 1113 7547 IqI 11172 10m I= 5-4' 64 PRECASTI t217 t1{3 143E 1971 25w 31D ms 42ro 1a0 30w e765 7547 7312 a733 ta127 6'-10 (70) PRECAST f002 1103 1173 1631 2DFD 2349 30M 3TA 1451 2422 436E 716a 61136 718f SM 6'-b' (%8) PRECAST y 1235 21 J4 3W4 3707 43M Poll 1238 1 2177 3410 031 f3A 153ft, am 7'-V (90) PRECAST 743 1011 1 2032 2991 306 I011 1 211 2q1 a9i 6 n1 0437HaT IM1412 9'-4• (112) PRECAST All11w IFM 2514 340 2818 3602 751 1 1245 Ia43 LH4 3416 1 fMw 090 1d-6'(126) PRECAST 47$ 0Y1 330 1247 290 2m 2103 2m i43 I= I 15M 2013 2791 4734 11'-4'(1J6) PRECAST 362 Sit A Im IHI 2423 3127 ON sat 043 1 I36i 184E 2W 3121 40M IY -0' 144 PRECAST 3T/ 540 873 1154 1634 2193 2505 3W 540 ail 1 1254 1684 2193 1 2a05 3552 13-4" 1 PRECAST 296 nl 755 107a mu IAIe 2316 Z553 471 755 1075 142a I= 233E 2aa.1 li'-0'(188) PRECAST 279 424 7D2 TM IM IW7 2127 200 142 706 1002 1321 IE97 2,27 MO 14'-0'(1761 PRESTRESSED MR 104 CIA tat to HR N1 I59 7170 I370 ISM7243 251751 2712 16' ul PRESTRESSED MR Ka HR Na I51 Iu Na IR 412 710 1250 1733 3 2M 2515 17'-4'(208) PRESTRESSED N.R. Tat tt 1a la m m4 as 00 54a 95D 1320 Ia09 IM 209 19'-4'(272) PRESTREsgD kA. CIA KR m HR m T35 420 750 1037 1iA 1515 016 21':- (255) PREMFMEO NJC lat rot 7u IA MR la in Ito 340 5" 80 II14 1359 146E 22'-e (264-) PRESTRESSED NR. NI NoMt m MR Mt 165 31l 750 7114 COP 17D5 Pu 24'-O'(288') PRESTRESSED N.R. fa NR TA to 23D 45o C54 la4 lw2 12a A- . VGN SAFE LOAD PiF LENGTH TYPEr76 BFB R ;MU J'-e (4n- PRECAST 1024 1598 4'-0' (48) PRECAST 763 136E 4'-6' (54) PRECAST 591 1073 5'-4- (641 PRECAST 411 411 745 y-111'(7e) PRECAST 340 339 615 6'-6' (78) PRECAST 507 721 j 490 7'-G (W) PRECAST 424 534 363 9'-4- (112) PIiE= 326 • 512 230 1d-0'(126' PRECAST 284 401 180 11'4' (13e) PRECAST 260 452 154 ir-O'(1441PRECAST 244 402 137 IYV (160) PRECAST 217 324 110 14'- 0' (1681 PRECAST 205 293 100 14'- 8'(1761PRESVE35H1 N.R. 294 91 15'- 4'(164') PRESTRESSED N.R. 259 83 17- 4'(2011)PRi:SMOOD N.R. 194 64 18'- 4'(232) PIIFSTFMU N.R. 148 52 21'- 4'(256) PRESTREW NR 125 42 22'- 0' (264' PM7RLSSD7 NR 11 b 40 24'- 0'(2b8) PRESTRESS® N_R. 91 33 as yacre' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH a7a- rt JI-? T n 012- 21 0841 R 10-17122m AM- IT V24- U 4e2a- IT IM- 2T ens - IT eRt- 2T 3'- 0' (42 PRECAST tan mm 4 520 7001 ISO teas SW 6132 700I 4'- 0' (481 PRECAST f m 2305 am sm 6011 1393 um 30M sm 6m 4'- 8' (54) PRT3;AST 1207 AID 1107 4041 4711 537E 120/ 2040 2707 40Q 4711 0379 6' 4 (84) PRECAST 1011 01` l271 9 91 Am 10f0 1716 22M gala 3391 39a1 4m 5- 10'(70) PRECAST O! m 2513 3107 SQO 41J3 7! 1117 20a0 2A3 31 7 AST 6'- 3- (76) PRECAST a 14er 1 2M 3251 37 131 14a7 faaa 3 27w 351 3m 7'- 6' (90) PRECAST. 777 OaS 1624 M3 2 2a27 ltm 7II 1224 IQ4 2073 242a 27127 721 9'- 4' (112) PiNECJIST WI 70l IIN M74 A15 2 95m WI aQ 131E 100 Im I W 2619 ld- 6(12b)PREGSf 6m 575 eta Ilea 14n 1736 2011 670 693 1180H IMd TM ad 2053 2345 11 '( 136) PRECAST47; am iw7 1II 1513 1751 494 607 1043 1372 od 1143 fj P15A 21C 1r- 0' 144q PRECAST 472 43a 7z4 sm 11 1369 I5a5 473 540 swew Im2bi Ismoil laillm 2075 ILA 13'- 4' 160 PRECAST All m 607 Ld leaP.1 964 1143 ur3 t. 421 . 4W M 115! 13 I 16e7 14' 0' 1l5) PREiAST 3a{ 35a 50 724 lag 1054 I220 410 425 m 10U hW 15a2 Iw07 14- IT'(176) PRESTRESSED' 33{ aA an m 07a 1131 US 325 10 9w I 151E i734mol 151- 4-(184) PRES1RE55m 221 317 4a6 Q7 79 911 1054 341 016 on ad 124 14com 1641 17'- 4'(208) PF03TFUM 10 1Q 2' 3 M 405 wB 1 R 74 ib 1 75e 1II) 19'- 4' (23? j PRESTRESSED IQ 279 ft 341 h 447 MI 547 647 m 747 ml In 20.1 429 in kd e4i 1052tcf7D 21'- 4'(2"J6'f PR6iR1:55£D 142 DI 3a7 F3 e9 5M 6i5 F41 232 373 SP 721 Mt, 104a 22'- O' (284) PR STRESSED 137 197 715 3n 162 HI eD I37 7!] m 513 m all ad w2 24'- 0' (28a) P14SSTRESSED 114 I D 342 16 49z 6A 124 292 all 31155 as am 1) THE NUMM IN PARWHSIS ARE PERCENT REDUCTIONS FOR GRADE 40 4 SEE GENERAL NOTE Na. I ON SIM 3 OF 3. (6) +Y IMUO NR Fa7 LMI 1 LUMIMA3 ,4a1 Un 9U FIELD ADDED REBAR SEE GQ4Fi k HOTS NO. 4 ON SHEET 3 OF 3. O ' CDiERAL WE N0, 4 ON SHEET 3 OF S ePen= R6Hbw1A y °T win OfcN PRODUCTREVISEDmc9cml7i'a •vF3010 Woridl °'Wn1 UAh0u Flddo „n/ MWL1CPR73v790D brplyina+rlth the Floddl BrO OdLCDft V CN4 . '/F/" °, midY74QtvR0+11w 01Wda Delg r'^ ec Acpmc4T10L11.. -o227•/$' 'D1mc. No -0 . 0 Aatiptmcc No, 9 9s3j Etm1 711b2sq?A2"L n Dai 3 E •, • >Ic ; A Tb -0 0 . D Z 2 Z gy /] ' I>1T1m16nOm SEE GENERAL NOTES - SHEET 3 OF 3 SMu® w CuW .. CYj R l `p?, 6&fNER. 63604 R 1 ImaN ' 47 S'i9 ' ' ` 4 FL PJ: LIC. NO.44758 g11IU+y1 a ACRE CAST— CRETE 8" LINTEL FABRICATION DETAILS 4C%ffL1X, ,,115[ N2Z0 Deue- 14 Ds1A11ri aim zAQRo. TZ - im.23 uTil seu0 aQ ro seue iSii-:3 • NIO wa7/I1 I MI® 00 cm a - EA CG IO!! WQIR7 6 R1 sll : a7 3 11 SAFF rRAVT7Y DADS FOR 8" PRECASTw12" RECESS DbDR U-LW MLS 4—g-0 "'Y SAFE LOAD -POUNDS PER LNEAR FOOT TYPE LENGTH 1W WO-M RAPE W1" W" MeDrli mio-ts mw-io wwra-t S072-I ea5-18 eer, I 4'-4' (52 PRECAST 156 1741 3355; 4-47 4314 5421 463 7rm lain 3pfpas am D479 t11493 4'-e (541 PRECAST 1494 I754 341r par aW 4470 10W 5' 8• (66'J PRECAST 866I,2D I770 2277 2439 atD2 39Da tln 24a1 MU p 7117 r311 PRLrwsr Bto M JW 21u 2549 3174 370D 1113 2342 ea31 74 e70e6-8' 87) 1'REC45T 797 W48 7T47 B445 law 5W 7015 4479 1 7 6' (90') PRECAST 869 79 H. 2459 3775 5743 7239 5W lee 1410 2459 377E 6743 MIEW 1 9'-21' (118' PIEG\Sr 411 49! t5w 2253 37Z9 4031 3145 bee e,9 Ism 27M 3129 4150 5a9I THE NUMBERS IN PARENTHESIS ARE PEACENr REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO, h GENERAL NOTES WE LATERAL LOAD8 FOR I• vacrear.Aq•r tmr."c nnnm Ira INTM A SAFE LOAD PLF GyH TYPE 8RU8 8RF6 RCMU 4'-4' (52' PRECAST 758 757 1164 4'-6• (54' PRECAST 694 693 1073 5'-8' (651 PREGST 408 407 665 5'-10'(701 PIE= 382 381 616 6'-8• (801 PRECAST 595 788 464 Y-6' (201 PRmST 509 674 363 9-8• (116) PR83LST 370 490 214 f SEE GENEIK NOTE 16 q ly w erlrjMy b•1 W-, d Ib.. d. 1...nm.4a. tr o Cud - 400a p.1 r ' ;ta - 0°° , 4 to 3 waryeMgrgpll t,, V. rYd r ulo w rd.t.I.d.21 . mM Ag toni`r'bw.'w . a .W" r I.- aaihu til° r a.n f We 7A r1rt1 m, t(sryArIS 4ON A711f Ail] 666W 10m a.ld AM A411 0MA 2" Iw -ba0m f/l b b 1b.0 &. ebfd f vflb •uN.d (•wHs o .• th uM I,WIY ( tb itey Y. dvlal kr L calhdlR'3ID I bN f.h>0! e if 7sOt Tiio Tm Is r i vdDr bd As76d b,b.. i I'd S IA 27 AT M.1.m tSrcrg8.41./ d .. mVir. 4 bnh U fitLt46 i sr. v ]r. wmw I.w 10 Ff w*W. 4,r lily b ul Rmi m ob W (mm wt km b IW It.. 0 1/2 fr]v Ibj ra U4 bql b a1 4. ia. =f. Id brn rad bnvA >mA e"r 3) hrtd. fd MUf Id ad t d A& In Sr. b b e.. Vddm,m dndh bds q nh m.me. b .AB.m bb,le 6, heal rdalb. hr Ord. (D em m4.4 4m.A I e) sr. b,dl Iq,d m rIW +.d7. vrv4u pr Atl 90 .., ACI ,u tiim115 >-a' 17da um-11 Ir4 - 4B2 04 I wbefim tr H7, i at01 1,1 t9) A#".W kW i W a 4..ga.w m, a d nel ad .nar• p+my Y,2, ptO10) .wm 0+ filddrid to A 1a. r..I r V d4fa9.p baizeFa¢lla R.*— M Qa P-4d mob x ®, b 1 idt.9 ,. 9erro,JCT itF1+EWm Y. b Wa I. "54roo muGn m. Fld1. lAAp m.w0yi.9 u-Jb IN Fmi h 9ar. r dN]. q srlrl tree a bb m .e rMi w 4. ry o 7,% 7) an 111q.n6w M b, 41.Mdd 1. b.13 r. T. ts/. r .4.ck A gii "d —d c.qb rU 0n u.blclad 3b O ae 1w r m7ywi, 10 RR-Ra".1 113 D.Ora Da4 did rdu b M b_w d 0n wk. w lb Ltd _,Qr. 1 2• CER lY two SEE SWE lNEM LOAD TA= FOR LW WU NO FOR E" ARM A ar ORR660 SAFE UPLIFT LOADS FOR 8" PRECAST w12' RECESS DOOR. U-LINTELS 4441pV, Am*O SAFE LOAD- POUNDS PERLINeARFOOT TYPE LENGTH tlartr lo-t epet4 1 le-, BRI71 WX-17 Wd- f? amo- ru1e-21 Ma-21 W22 MM-V etaaD-" 4'- 4. (52' PRECAST 231E ZSS 3751 4446 6H0 am t1m160r 2342 3d69 M1 4445 514D 4'- 6' (54' PRECAST W 1W nn 2939 U07 4D5 4943 oe7 IW4 2M WR W 4273 4143 5'- e (6n PRECAST M 12n, iM 232e 1664 N 37a2 31)E e75 129e I M 23" 2 ,4 MV 3911 5'- 10-(7n PREG&F 455 12W 1748 Mt, 2773 J=m 27M 65 1233 1746 2M 2773 390 2729 8 8' (80' PRECAST 570 M 1570 M 2429 M3720 570 IMD is2D Im 24S 2a74 37S 7'- 6• (901 PREr" soy 742 W • 17U V86r, 2667 sip me 1364 f763 2166 2567 2158 9'- B" (1 I6-} PRECAST 3D5 ep r44 122r 754 1 2180 395 as ton 13u rMl 2D16 M Mom. L_ J MIS] h THE NUMBERS N PARI-NiHE51S ARE PERcENr REDUCR m FOR GRADE 40 FELD ADDED RE•BAR SEE 9TNt K NOTE ND. 4 E12 TYPE DESIGNATION F - MM Icm 0WA / U - WM0 B£ 1@ F y`, Y BF16--1 B/iT Ira1A 1P T IsmHow)i TOP TullFMIDCxa V.. T, r 41 a 1pDm1 PRODUCT m tua Dour 1 p. Rf, YISL•bfnm:aDlybtg.vlrhU>calm;d: 7 ACO(D. I rrW EI UI = 7EN' 1' 0L O , sdldrocoa. NO . DyeG 1R0DUarRpYlr0i3 1113ZWED174. dm,b.l7mtda 0.44 ..•7. 0 ie mldYiiaivlh. PlorN. - Na - ?. m3. 7'C • ' 7[' w.'. psnn Nn 7 qq pO CPAIGPARno RSbcr100++++ 6Hi#A FL SSW f. r7.is3.lTai r.3•.`i.i[l'i YI.iY i ij ..i;S rs,;rnt crallii•m c4E tcrul:r 7: ,•,CAST—CRETE 8' LINTEL FABRICATION DETAILS r. R•raisd:7.11p:1r71.18 vrn.:n y,F+oyc''. li..ti:..}',., ic.;;;`itir•r ia r.ra 1y u 74FAW ri• 7L n:—l7• r y% :' - :.` rala: rnir:r•ri31a srsricr.-. F 7 iaH> ti1:1:41=7:141dU17-1.'YIYYiC1 Q/' IfCITY OF SkNFORD FIRE: DEPAR'u6iENT Building & Fire Prevention Division PERMIT APPLICATION Application No: I y - / (K 3 Documented Construction Value: $ 51,000 Job Address: 3851 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-2220 Residential 0 Commercial Type of Work: New 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 Phone:407-630-8119 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : NO Contractor Information Street: 146 West Plant St., Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: Address: n/a Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: 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: 616 Edition (2017) Florida Building Code Revised: January 1, 2018 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 Owner/Agent's Name Signature of Notary -State of Florida Date ki -0 111 Signature of ContractodAgeat Da e' 14A I Y G. V\GA C Cat 7S Print Contractor/Agent's Name Signature of Notary a Ftmida k 2 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: 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 Nu WASTE WATER: BUILDING: Revised: January 1, 2018 Pcmtit Application CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA' Application No: Documented Construction Value: $ 3 — I y03 2n Job Address: Historic District: Yes No Parcel ID: Residential [Commercial Type of Work: New 19' Addition Alteration Repair Demo Change of Use Move Description of Work: Pl U„ b , ,,, s qlz — '5Ft2 F C"Lc p L., w t , nd "' 'Nko'-1 (--A. u> - 2- Plan Review Contact Person: 1p1terms bk, bW (cJ-el Title:_ Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: -+Z---- 2-q3 - Street: 9-40t Fag: '40-4- Z-fo— 4Y1 City, State Zip: 3 L&Z`f State License No.: C-t`C w-j Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 'I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pt furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as w-, 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 requh in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale 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 Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/A ent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MYCommisSION FF t2USir s' EAugust Au2b, 2018 Owner/ Agent is Personally Known to Me or Contractor/Agent is . Pers 907r' ( kdervmlen_ Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[]' Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 11114 Flood Zone: of Sto Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application i 507 State Road 52 123 Miller Road r 97D1 Bachman Road Established 1973 Judson, FL 34ti69 123 o, Ft 33594 •-. • Orlando, FL 32824 www.RJKlelty.com FL 3 oo, FL 33 27-863 8t 3 407.855-2636 State License 41 CF-0O2 2 R.J. KiELTY Page:1O 1 2roposal No: 717-13526 PLUMBING • HEATING - COOLING Proposal Date: 712612017 3repared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412/ G pi--e 0 Lake Mary FL 32746 be Propose hereby to fumish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 3ayment to be made as follows: 40°% Rough In 30% Top Out 30% Finish. MET 10 Days 411 materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or devlatio Tom specifications below Involving extra costs w executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, a or dpla beyond our control. Owner to tarty fire omado, and other n ssary insurance. Our workers are overed by worker's oompensatip surance. fully AUTHORIZED SIGNATUR THIS PROPOSAL MA BE W rTHDRA N IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a mates for. Master Bath t Shower Sterling Accord 60x34 Base 72270/00 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64M Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL193 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet A7_tchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: BackffIDing Included For Sevier & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance; Additional $12 per foot 4V Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Uen Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal -Theaboveprices,'specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as speeitiod. Payment v411 be made aoutlinedabove. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 1/2% will be added after 3 days. Any sewer taps deeper than 4 1 M feet or requires baekhoe or dewatering will be an extra charge. i GLiAQ DATE OF ACCEPTANCE & PAGE 2: SIGNED: t 1y111 j_ r Branch: Hudson Edit By: Last Edit Date: 7127/2017 A 0 am- ZY1 moo RI -COUNTY TESTINGSTING I ABORATORBES, Co 31 S. Main St. Winter Carden, FL 34797 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DEN X TS S y f) , I PROJECT CONTRACTOR SPECII%fICATION: S OPTIMUM MOISTURE: REPORTED TO: MAXYMIJM DRY D1;1V5aTY: LOCATION: V,G \ 1 /l MATERIAL: G('\ P, ) DATE TESTED: ' C LOCATION DEPTH DRY DENSITY MAR DRY DENSITY ER CMOISTURE INCHESIhccu.n. Ihs cu. R:' j if&'Y /F-4T r J A J 1\ 1 _\ - \ l l/ l I 8- / yo 3 A - SPECIFIC PURPOSE SURVEY z N FORMBOARD) ut`o o'N t l WYNDHAM PRESERVE 01a W LOT 222 NN I PG 81, PG 93) VLD -0ia v o U) c Z PCP _ CLINER S 89'43'03' W _ 291.64' PCP m LOON LANE 9,14 m 0 50' RIGHT—OF—WAY 3 PRIVATE ROAD) iCONC CURB LO 0m O LnN O o N8943'03"E 60.00' Z 10, UTILITY NORTH BOUNDARY OF LOT 49 IroEASEMENT (P) u, vt 7.7' 7.7* i , n 20.0 9 n m 6.7 h a zm roe I STORY RESIDENCE c m LOT 221 0 3851 LOON LANE LOT 223 LOT 226 Building Setbacks Setbacks: Per construction plane for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front : 25' Rear 20' Side - 7.5' LB-LiOOfl..4 "WuaineuLEGEND:AI)USSD-Access/Drainage/Utilities/Sidewalk B Bockflow Pre -enter Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point O -Description FP&L -Florida Power do Light P -Plat FFE -Finish Floor Elevation D. .-Deed Book 13-Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book CI' -Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaim ed Water Volvo Conc.- Concrete Cl-Coble Box BP - Brick Paver a] -Telephone Box SW - Sidewalk m-Electric Box FFE- Finished Floor Elevation Utility Pole CI - Curb Inlet GTI- Crate Top Inlet Guy Pole P. U.E.-Public Utility Easement Light Pole f-- Guy Anchor RCP- Relnforeed Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS- No Corner Set (Falls in Water) G-Sanitary Sewer Manhole SF - Square Feel pNNe -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGO- MAG NAIL h DISK A:vDa-Irrigallon Control Volvo P. K.-Parker Kolon Nail I, -Sign SIR - Set 1/2' Iran Rod LB7768 wDO-Gate Water Valve SPKD- Set P.K. do Disk LB77e8 Gas Meter FIR - Found 1/2' Iron Rod L87768 r'-Existing Grade FIP- Found 1/2' Iron Pipe L87766 FPKD- Found P.K. Moil @Disk LB77e8 a - Blow -off Valve 4 Droinaga Flow Direction FCM- Found 4'x4' Concrete 0 -Proposed Design Grade Monument PRM L87778 N-Built/ExistinQ Grad Note: Some items In above leash mov not be coo icablei I uescriptlon I Date I Dwn.ICk'd I P.C.IOrder No. FORMHOARD S FFE-- 27.45 n b 22. 7 Z 7.7' 22.0 m 7. 7' m m LOT 222 AREA = 6, 900 S.F. +/- 00' 589'43 LOT 225 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 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 k finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey Is for the location and elevation of the fonnboarde only (THIS IS NOT A BOUNDARY SURVEY) LOT 224 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone ' X' DESCRIPTION: LOT 222, according to the plat of WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida re e 555 Winderley Place, Suite 109 Thiscertifies .W- wveyi% ereon described property rMaitland, FL 32751 wasmodeurlat8ryipthe'l d, ned the ofandords of Practice # e i,e th by the FIor6gard of Professional Phone: (321) 270-0440 Surveyors Qj Map In Chapter '5Aq rp Florida Administrative Fax: (813) 248-2266 code, yuum Z to Sect* OV Forido Statutes. Licensed Business No. LB 7768 Z a,in GeoPoint Surveying, Inc. D. tmy(1 co RIDA PROFESSIONl1L'$0RVE1IIA, MAPPER NO. LS6915 Drown: RCA Checked: JDL P.C.: Doto Fila:9dnonFat-Pbt NOT WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 06/21 /18 Dwg:eihaEmt-to1212 Order No.: RAISED SVAUD OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: A01 - i i CITY OF S ORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 d" 1 L4 d 3 jj o Documented Construction Value: $ '`j"P Job Address: 3loyl LD,( Lq , a>J O D F4_ 3277.3 Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2_7,7-6 Residential Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 x 163 Fax: Name Starlight Homes - AWH Email: dgantt@energyair.com Property Owner Information Street: 1064 Greenwood Blvd, Ste 124 City, State Zip: Lake Mary, FL 32746 Name Energy Air Inc. Street: 5401 Energy Air Ct City, State Zip: Orlando, FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: _ 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. l 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. l 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: 6i° Edition (2017) Florida Building Code Rc%,iscd: January 1, 201S Permit Application po- -,= 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 constructiorl and zoning. Signature of O%%rcr/Agent Date Print Owner/Agent's Name Signatum of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Si6mature of Co mctor/ gent Date F 0 ye( - - t—t-i? l I Print ICjontmetor/Agent's Name Sil nature of NotaryStm of Florida Date Notary Public State of Florida Jessica Kline My Commission GG 056367 a010 Expires 17JI912020 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: Occupancy Use: Total Sq Ft of Bldg: 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 This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNE7) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines m ilda - Home Servicea RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager. property of TopBuild Home Services ti georrAnOr 04/05/2019 Certification Expires r41111111 11111 111111 111111 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: 1,981 ft 2 Permit Date/No.: Conditioned Volume: 18,423 ft 3 IECC Version: 2009 Property Address: 3851 Loon Ln, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 —Testing Air Leakage) Blower Door Test 11/14/2018 Measured Air Leakage: 1524 CFM @50Pa Result: PASS Air Infiltration: 4.96 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Dud Blaster Test 11/14/2018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Targets 12.00% Phase Post Construction CFA: 1,981 ft2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target s N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target s N/A Phase N/A N/A Digitally signed by Dave Revelle Date. 2018.11.14 13:39:51 EST Rater Of Record: CN= Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU, W EMAILADDRESS=dave revelle 11/ 14/2018 @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 Sincerely, Dave Revelle 2 Coll: ( 386) 681-7452 MORTG+ tQ4? O` O si dave. revelle@topbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 Nra 19989 IlC This form was gwwarod dom EFL Pro/eef Manager, property of TopBulfd Horne Services, Inc. 9c CgQO1TAT10N 145EFL SITE ID: 398145 LOT: 222 BLOCK HOUSE: 3851 STREET: LOON LN CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTM 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/18IM17 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3851 LOON LN, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 11/142018 Plumbim IR Scan I Teeter I Dave Revelle I Date 1 11114/2018 1 Result I PASS I TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Acoeaa Panel(fully asketed and Insulated) X 5.2 Attic drop -down Stair(fully aaketed and Insulated X 5.4 Recessed LlghUng FbdUr93 (ICAT labeled and sealed to tl a0 X 5.5 VMol"ouse Fan Insulated gasketad to the opening X 7.3 Fresh air ventilation Installed per program a ecs X Blower Door BD Target BD AcLml Room Pre_vrae Teat BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL SO. N 0' N/A 18,423 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Shell CODE of Shell 0 2,149 7 1.524 4.96 mews Mst Bdrm 0 Bdrm 2 0 Bdrm 3 0 Sam 5 0 Rm 1 0 Rm 31 0 Dow 0 Bdml4 0 Rm 2 0 CO Detectors Energy Star Qualified lances? Efficient Ughting P ? X 80 or > Of Hardwired Ughtg Must Be CFL Or LED X Low Flow Faueab, Toilet etc? X Progrwnnmdft Thermostat? X Cerlffled Green Prepram Level Requires Visual Inspection uw System Item Locetlon Manufbchser Nana Model 01 Model 42 Model 83 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP RUILOING SPFCIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT 0 OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA INA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA INA DUCT SUPPLY R-VALUE REM NA INA I VKUUKAMMAtILt 1 KtKMUJ IAI J WKIFI 1 I TEN WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY 6 LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Ht : 4.90 CI : 4.96 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL fi REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 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'S PRIF INTERIOR % CFL'S PRIF INTERIOR % LEDS PRIF INTERIOR % PIN -BASED PRIF EXTERIOR FIXTURES % OF CFUS PRIF EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % OF CFL'S 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 TEST: DUCT BLASTER RESULT: PASS TESTER: DIm RmIN DATE: 11/14=18 TOTAL CONDITIONED FLOOR AREA 0 1,981 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET D.00% 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1,981 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 158 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 50 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 2.52% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 23B SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SQ FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET RI m nimn 4DFCIFlCJTIONS SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL BUILDINGCFIARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENi DUCT LEAKAGE TO OUTSIDE REM i'` ri r '.-,''Y•irry-tv`ii a25,CF 25,/,':`RLA;).:_T.•'IyF 0.025,6FM25 /.CFA TOTAL DUCT LEAKAGE REM NAr ' `• t 0.]2 CFM25 / CFA FLOW RING PRIF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report . Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3851 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3851 Loon Ln (Lot 222) Jurisdiction: Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Regression Data: C: n: R: HOUSE PRESSURE FLOW: 1 50 Pa 1524 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 1524 ELA: 84 EgLA: 198 ACH: 4.96 S LA: .04 ACH(50) ' : 4.96 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)(f), (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. hau Signature: Printed Name: Dave Revelle Date: 11/14/2018 Digitally signed by Dave Revelle Date: 2018.11.14 13:40:07 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle @topbuild.com, C=US 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 TopBuild the opportunity to provide the at>ove services for you Please feel free to contact me vnth any questions 1025/2017 396145EFL