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Home My WebLink About3878 Loon Ln - 18-1242; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT N - j/tj I, STATEMENT NUMBER: 18100002 DATE: March 09, 2018 BUILDING APPLICATION #: 18-1000022 BUILDING PERMIT NUMBER: 18-10000224 31 UNIT ADDRESS: LOON LANE 3878 LOT 98 17-20-31-502-0000-0980 TRAFFIC ZONE:022 JURISDICTION: ZSEC: TWP: RNG: SUP: 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: 3878 LOON/LANEE / LOT 98 / WYNDHAM PRESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A SingESCUE ily Housing .00 1.000 dwl unit 00FIRER / LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 SCHQOLS 1.000 dwl unit 54.00CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PAR LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 i PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE V CITY OF SANFORD BUILDING & FIRE PREVENTION MAR - 6 tiil8 PERMIT APPLICATION Application No: 1 J Documented Construction Value: S M'O 26 31 S 2 -JD Job Address: 3%r l 8 Leo.-, Lame.. Sq nra d Historic District: Yes No Parcel ID: 17-20-31-502-0000- 09lo Wyndham Preserve Lot 9 Residential [2 Commercial Type of Work: New ® Addition Alteration E.] 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: 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: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 is 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: Address: NA Fag: 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 aU 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code 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 Min Max Inspection Description lo Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG',) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final i—r-9t yG "A . I... ar—. "r, n4 1-CA*. !Xb— Jib M&M . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Po0 1 8 1 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: 3878 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0980 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) O FIC A SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1242 Reviewed by: Michael Cash, CFM Date: March 21, 2018 MAR " d 'Zola CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J /,;)q)-1- Documented Construction Value: $ 1-1 Le, 3 4 p Job Address: nri $ Leo•, L4.rtic- Sg,n.a d Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0910 Wyndham Preserve Lot 9 $ 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: 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 Fag: 407-647-0700 No State License No.: CGC1522347 Architect(Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 Fax: 215-646-8001 City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT JN YOUR PAYING TWICE FOR MIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T13E 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 1053 Sball be inscribed with the date of application and the code in effect as of tbat-date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 pen -nit 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. J 3 -1., - % 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 la Signature of No rv-State9fiWPWaMaA§eI Date NOTARY PUBLIC STATE OF FLORIDA Commit GG113111 ONCE 1 Expir 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required:. Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 3 WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: RevisedJune 30, 2015 --- _---- _ . .. ____. .--- . —•— —••--- • --.-Permit Application------ _.. - . • .. -_-- pl%04 Application for Paved Driveway, Walkwa Includin Ri ht-of-WaYggY Landscaping in Right -of -Way www.sanfordlL9ov 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•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other M jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the ce,..nusbelow. size and location of the existing right —of --way and use shall be provided or application could be delayed. Callbetoreymclig. 1. Project Location/Address: 38'7 S L--c L q ru 5g r\.+ ,rd . T,-1.. 2. Proposed Activity: Q Driveway n Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Properly Owner Al Signature: Print Name: fY\ICF0e_L Address: 1064 Gre wood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: share.ma evstmoftmes.00m Date: 3 -Le -1 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 installationtiimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestors property to reoover 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 read anA understand the above statement and by signing this application I agree to its terms. Signature: _Q44Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 Ddvawav_ adr REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:_ S - to -1 $ Project Name: LA.) esevve - Project Address: 3%-I a moo•-, t,rti` Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. 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. Print Owner/Tenant Signatu wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Prin a of Gen. Contractor Signature_ i922actor C Gen. Contractor License # Scott & 5ieV-b6QDk_ Print Name of El. Contractor Ior` 05ignature of Contracto M0003CN& El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / Rev. 02/10/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- IS-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): Ga' The specific permit and application for work located at: ISO I "en Ldn.A. Z--Ar1 v rei T-A- 3a-1-j a Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORMA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day of rLj2001byRobertWilletswhoisepersonallyknown to me or o who has produced as identification and who did (did not) take an oath. Signature IF rtf. Shayne Mange, gqTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Print Or a name Expires 612112021 s. Notary Public -State of Y% Commission No. My Commission Expires: Rev. 08.12) NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water_ management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS .713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A= 3-6- % Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature Owner/Agent is Personally Known to Me or Produced ID Type of ID 3-6-lb Date a'' o NOTARY PUBLIC 1.• -+STATE OF FLORIDA Comm# GG113111 l4lq ISIt Expir 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [I Electrical a Mechanical [R Plumbing@ Gas Roof Construction Type:_ \%P6 Occupancy Use: 23 Flood Zone: k-t zgc+t'b Total Sq Ft of Bldg: 2 4 4 6 Z Min. Occupancy Load: 1 # of Stories: 1 New Construction: Electric - # of Amps I 5_0 Plumbing - # of Fixtures 15 Fire Sprinkler Permit: Yes No 2r # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING. Z (S UTILITIES: WASTE WATER: ENGINEERING: wt , C 3 -ZI - I9 FIRE: BUILDING: Ste' 4,241S COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 35- ` .4 gip. ve>2'I Ftre-fly- V t 6rt2 Revised: June 30, 2015 _. _ Permit Application - - e t FORM R405-2017 1 ' RECORD COPY 1J, FLORIDA ENERGY EFFICIENCY: CODE FOR BUILDING CONSTRUCTION' ` n-4'P4+11t+gtdwDepartment of Business'and'Ptiofe'ssional Reg ulation'-'Residential Performance Method 1 Project Name: Lot 98 - 1827 UR Builder Name: Starlight Homes Street: 3878 Loon Ave Permit Office: Se in le County UACity, State, Zip: Sanford , FL, 32773 Permit Number4 2 Owner. 5"Ay%qhIr a Jurisdiction: GC;r S Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Inl Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft 6. Conditioned floor area above grade (ft') 1909 b. N/A R= ft2 Conditioned floor area below grade (ft") 0 c. N/A R= ft2 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft° SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ftT SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 I•ISPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 R Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft= b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.31 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and FINE STAT this calculation are in compliance with the Florida Energy specifications covered by this 0o Code. calculation indicates compliance with the Florida Energy Code. O PREPAR D BY: 1 Before construction is completed r DATE: 1 -1V this building will be inspected for V a compliance with Section 553.908 c J e I hereby certify that this building, as designed, is in compliance Florida Statutes. CwiththeFloridaEnergyde. OD WE't¢ OWNER/AGENT: BUILDING OFFICIAL: DATE: - DATE: 24 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 an for whole house. f•., , 1 c:.'.IP:I IM1 d l »M1 saPa :i ! 1 T.A11C?.'.le Ul . R16nt:'" mA LS /'G v r' • 1li.C, :! 1/17/2018 10:04 AM EnergyGauge® USA : FlaRes2017 Section R405.4.1 Compliant Software : Page 1 of 4' ' 1 7 FORM R405-9017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office. Jurisdiction: Family Type: New/Existing: Comment: Lot 1.v —Sedrdoms: 4 i ... ... r.! r, 1 N `vy. r•., ,..o. User Conditioned Area: 1909 Total Stories: 1 1 Worst Case- No Starlight Homes Rotate Angle: 0 Seminole County Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Addriss,Type:--• , 4opt-InformationsYam: .aal.9N tl.. R.. i.. .Sdi,n afio+.: Lot # 98 Block/Subdivision: Wyndham PlatBook: Street: 3878 Loon Ave County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE V 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft' _--- 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2135 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 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft= 0.1 Wood 1/17/2018.10:04 AM: EnergyGauge® USA - FlaRes2017 Section R405:4.1 Compliant Software ; Page 2 of 4 r FORM R405-2017 r WALLS Adjacent y • !.. Cavity , WidthP_.1 'w-,6i„#rSPace. SFr Height Sheathingmjp a:ea Solaf. ,Below aV . arnt Tn warl4pa rt_v 0e rn Fr in aalail',& 1 S Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 7 21 ft' 2 S Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 in None None 3 E 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 N 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 drn 0.7 1 sys#1 W-. 1/17/2018 10:04 AM EnergyGauge® USA-*IaRes2017 Section R405.4.1 Compliant Software . Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM . System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 126 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None R° 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 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cim 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan jj ]]Feb jj Mar A r Ma X Jun Jul Au Xj Se Oct Nov DecHeatingJanJXJjX] Feb ] MarIX Apr May Jun JulIrl JXJ Aug Sep X Nov 1XIJanjjJ) Feb X]) Mar Jun Jul Aug Sep Oct DecVenting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit a t 1/17/2018 10:04 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 y, ; ENERGY .PE RFORMANCELiEVtE .:EPL'' 4. z.: -DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3878 Loon Ave, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ftIb. Frame - Wood, Adjacent R=13.0 217.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1909.00 ft 6. Conditioned floor area (ft') 1909 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft'= a. U-Factor. Dbl, U=0.34 120.00 ft' 11 •Ducts a. Sup: Attic, Ret: Main, AH: Main R ft 6 381.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor. N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: (Z Date: J6-118 Address of New Home: 8 Ln ; City/FL Zip: n TN S 4 gif iol_ 11 1110 071 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 obtainia 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. 1/17/20T8'110:04 AM ' " " . `EriergyGaugef USA = FraRes2017 - Section R405:4.1 Compliant Software Page 1 of 1 Ir1h r'.in 20,17-AIRBARRIER AND INSULATION INSPECTION COMPONENT CRITERIA a•: ` {, TABLE 4,02.¢:1'.1` F QIR BARRIER AND INSULATION,INSPECTI.O,N COMPQNENT CRITERIA e•ikcsr ti Project Name: Lot 98 - 1827 UR Builder Name: Starlight Homes Street: 3878 Loon Ave 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 any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 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 spac as. 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 piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sp','rihR(ers r sealed in a manner that is recommended by thia manufacturer. i •. - Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ceilinas, a. in aaauion, inspection or log wails snail oe in accordance wnn me provisions or 1cc-4uu. 1/17/2018 10:04 AM EnergyGauge® USA - FIbRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 - . FORM R405-2017 Envelope Leakage Test Report Performance StORIDA ENERGY EF•FIC-1. ;NCY CQtDE tj.b. ..,..>,' COR BUILDING CONS'RUCT10 Envelope Leakage Test Report Performance Method Project Name: Lot 98 - 1827 UR Builder Name: Starlight Homes Street: 3878 Loon Ave Permit Office: Seminole County City, Stale, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C r,1i 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, (9), 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 piovided 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. Healing 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: PATE-. — 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), (9), 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. D TKE STgT BUILDING OFFICIAL: DATE: .. . . .. - , ......... . . a. --I, 1/17/2018 10:04 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance; Method , I t FLORIDA ENE ROY EFFICIENCY CODE'. FOR" BUILDING CONSTRUCTION • •.Hrr"'„A.:„;,;I . R Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 98 - 1827 UR Builder Name: Starlight Homes Street: 3878 Loon Ave 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 1909 House Duct Total Conditioned Floor Area) System Qn,out)' Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. 04 THE ST9 may,,,• " = = O 1 ru/rn f'••• . _ •'+" ant, O A 1/17/2018 10:04 AM EnergyGauge® USA-'FlaRes2017• - Section R405.4.1 Compliant S . Page I. of 1 . ' rr i wrl lisoft° Project Summary, Entire House Energy Air, Inc 1.1 a, •.,'- ' bl .. i z•a.i 1:vt,J.,'t/a,i•:. 5401 EnergyAlr, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyaircom For: Lot 98 - 1827 UR, Starlight Homes 3878 Loon Ln, Sanford,-FI 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary Structure 15199 Btuh Ducts 2027 Btuh Central vent (62 cfm) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft2) 1910 1910 Volume (ft3) 17760 17760 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 77 41 Heating Equipment Summary Make Carrier Trade* CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Job: Starlight - Wyndham Pre..•; Date: 411812017 ;' , t} • 1. By: Plan: 1827 U Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 16260 Btuh Ducts 3646 Btuh Central vent (62 cfm) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21105 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 576 Btuh Central vent (62 cfm) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load ( Sen+Lat) 25548 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade - CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static'pressure 0. 50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE 1' ""' -^'' ' - Bold/Italk values have been-n4fiany o4errien "^' - T'%-" y' • ' ^'"` - "'c'' '- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.. wri htsoft ' I 9 ' Right -Suite® Universal 2017 17.0.28 RSU02534 2018-Jan-17,1. 0 06 31 Page 1 ACCP,... Specific\ Wyndham Preserve% Lot 98 - 1827 UR.rup Calc = W8 Front Door faces: W t Manual' }S Compliance Report ' { , : Job:. starlight - Wyndham Pre... wrightsoft' Date! 4118/2017 Entire House By: 1 Plan: 1827 U Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email- GRenner@energyair.com Web: www.energyair.com For: Lot 98 - 1827 UR, Starlight Homes 3878 Loon Ln, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 21105 Btuh Entering coil DB: 77.9°F Outdoor design WB: 75.9°F Latent gain: 4443 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 25548 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 95% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 102% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 18847 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm - Output capacity: 28600 Btuh 152% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 93% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. r 2018-Jan-17 10:06:31 C wrightsoft- Right -Suite® Universal 2017 17.0.2&1 RSU02534, i , • ! Page 1 Specdic\Wyndham Preserve\Lot 98 - 1827 UR.rup Calc = MJ8 Front Door faces. W i r i wrightsoft° Duct System tons iiary i Entire House Energy Air,iinc 5401 Energy Air, Cl. Orlando, FL 32810 Phone 407-886 3729 Email GRenner@energyair.com Web: vmw.energysir.com For: Lot 98 - 1827 UR, Starlight Homes 3878 Loon Ln, Sanford, FI 32773 Jobs Starlight - Wyndoam Pro.;.': Date: 4/1812017.0 . 'I•f By: Plan: 1827 U Heating Cooling, External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.168 in/100ft 0.168 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 167 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 632 33 18 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bed2 h 1257 66 43 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3624 189 157 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1462 76 52 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 Fam/Din/Kit C 2086 64 94 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl Fam/Din/Kit-A c 2086 64 94 0.190 6.0 Ox 0 VIFx 22.2 125.0 stl Fam/Din/Kit-B c 2086 64 94 0.182 6.0 Ox 0 VIFx 29.0 125.0 stl Fam/Din/Kit-C c 2086 64 94 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 761 40 36 0.376 4.0 Ox 0 VIFx 4.5 70.0 We h 905 47 27 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 MBed h 2781 145 125 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 WIC h 552 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy c 1043 18 47 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 256 377 0.174 691 10.0 0 x 0 VinlFlx st2 Peak AVF 315 269 0.168 578 10.0 0 x 0 VinlFlx 9 I Bold/italic values have been manually overridden 2018-Jan-17 10:06:31 right ' * Right -Suite® Un ersal 2017 17.0.28 RSU02534, ; .. ... . •:: r • Page 1 I i(>, ... Specific\Wyndham Preserve\Lot 98 - 1827 UR.rup Calc = IvW8 Front Door -faces: W W Return Branch Detail Table akn C'I' Ile fSiiYe'(In}t rHt q cfirQ Clg cfm) TEL ft) Design) FR Veloc fpm) DiamEiri) eC x` W 1 I [ Ifl) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 10:06:31 I ' wrightSOW Right -Suite® Universal 2017 17.6.28 RSU02534 I Page 2 ! l r : ' I C(>. -... Specific%Wyndhem:Preserve\Lot 98 -'1827 UR.rup Calc = W8. Front Door laces: W r r, M rr. Luc Level 1 t,r rnr s rJ„ggi#:,,Sta ftht - Wyndham Preserve— FerFomied for: ; I 4 of 98 - 1827.UR. 3878 Loon Ln anford, FI 3277 • j Energy Air, Inc •• . • • 5401 Energy Air, Ct Orlando, FL,32810 I Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 - RightSuile® Universal 2017 17:0.28 RSU0253'4 201 "an-17 10:0644 am PreservelLot 98 - 1827 UR.rup I % r 1-IJ2" y-rR . " VTR A I I I I PLAN 1.827 PLUMBING RISER DIAGRAM. a LU cl z3 a a0X z t; L O 0 0_ z.if) . 1 PCP 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 users sole risk. c z rcr-rootg menc LEGEND:AOUSSO—Access/Drainage/Utilities/SidewalkLB —Backed reven s BFP—Surveow 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 0. .—Deed Book Water Meter O.R.—Official Records Book D4—Water Valve P.8. —Plat Book 1Ct Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Conc.—Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk EI—Electric Box FFE—Finished Floor Elevation 0—Utility Pole CI —Curb Inlet Pole GTI—Grote Top Inlet Guy Light Pole P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS —No Comer Set (Falls in Water) G Sanitary Sewer Manhole SF —Square Feet ENNo —Electric Handhole D.U.E. —Drains a Utility Easement 000 —Clean Out FMGD —MAG NAIL&DISK Cle"—Irrigation Control Valve P.K. —Parker Kalon Nail a —Sign SIR —Set 1/2' Iron Rod LB7768 W04—Gate Water Valve SPKD—Set P.K. do Disk L87768 Gas Meter FIR —Found %1/2" Iron Rod LB7768 11 —Existing Grade FlP —Found '4/2' Iron Pipe LB7768 Ol —Blow—off Valve FPKD—Found . P.K. Nail do Disk LB7768 Drainage Flow Direction FCM —Found 4"x4" Concrete 1 0.0 —Proposed Design Grade Monument PRM LB7778 IL0.21—As—Bullt/Existln Grod Note: Some items in above leaenn may not be aoa icable 1 Description I Date I Dwn.l Ck'd I P.C. I Order No. ac• WYNDHAM PRESERVE - LOT 98 PLOT PLAN DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 98 LOT AREA CALCULATIONS LOT = 7.974 SQ.FT. LIVING AREA= 1.909 SQ.FT. GARAGE 405 SQ.Fr. ENTRY 70 SQ.FT. DRIVEWAY 532 SQ.FT. PATIO = 100 SQ.F'r. WALKWAY 77 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 38.9 X SOD = 4.872 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK — 310 SQ.FT. SOD = ' 258 SQ.FT. TOTAL AREA AREA = 9.524 SQ. . DRIVEWAY — 646 SQ.FT. SIDEWALK = 387 SQ.FT. SOD = 5,130 SQ.FT. SLTIiVEYOR'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, anE other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shownthereon are in feet and are referenced to the NATIONAL GEODETIC VERnCAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plansi 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) 1 a oo/lleon a0* e E 4 NLY ttilt OfesORIDAPROFESSIO, laJIM009 MAPPER NO. LS6915 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 11 Ok to construct single family home with setbacks and impervious area shown on plan. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE". City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' a 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 ..r DESCRIPTION: LOT 98, 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. Drawn: JE I Checked: JDL P.C.: Data RIe:Bd=nEost—Plat Date: 01 /20/18 Dwg:erissor&ds La08 Order No.: L SFC 17 - TWN 911 S. - RNr]. 31 F. Field Rk- ^ 0 ' PALMER ELIECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS INEC 2011 - 220.82(001- (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 - TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7 67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR Q 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA II, GENERAL LOADS INEC 2011 - 220.82(131(11- (41) LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 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 WASHER/DRYER 1J, 5.00 O1v IWATERHEATER (1) J\\- 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 I DISHWASHER 120 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) K2-1-p 0. 80 0 RANGE/OVEN(1)7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 4 1.50 1 MICROWAVE CIRCUIT 250 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 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL LOADS) [@ 100% 10.00 KVA tREMAINDER ( GENERAL LOADS) @ 40% 10.49 KVA SUB - TOTAL (GENERAL LOADS) INEC 2011 - 220.8211311 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS r 20.49 KVA TOTAL DEMAND LOAD INEC 2011-220.82(A)l 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 • AMPS W1® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 r These truss designs rely on lumber values established by others. MiTek® Rr--r^Rr1tnRY RE: W P0098 - W P0098 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0098 Model: 1827 Tampa, FL 33610 4115 Lot/Block: 98 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date 1 1 T13030976 1 A01 1/23/18 12 I T13030977 I A02 1 1/23/18 13 I T13030978 I A03 1 1/23/18 14 I T13030979 I A04 1 1/23/18 1 5 IT13030980 A05 1/23/18 6 IT13030981 A06 1/23/18 7 IT13036982 A07 1/23/18 18 I T13030983 I A08 1 1/23/18 19 I T13030984 I A09 1 1/23/18 110 I T13030985 I A10 11/23/18 11 I T130309861 B01 1 1 /23/18 112 1 T130309871 B02 11 /23/18 113 I T1 3030988 1 CJ1 1 1/23/18 114 1 T13030989 I CJ3 1/23/18 115 IT130309901CJ5 11/23/18 16 IT13030991 EJ7 1/23/18 117 I T13030992 I HJ7 1 1/23/18 1 OSANFORD 18-1242 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. 111 oi 9380 X= D STATE OF :W OR t, O .-* N 0N A E 0.. Thomas Il Albani PE No.39380 MOM 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 WP0098 T13030976 W POO98 A01 r HIP GIRDER 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 mn r ea indusures, Inc. r us eau 2Q I W. ,v.aeo . ID:rbOYL3Jo1CV 1 Ut FgSJd63xypdA?-MPOZNOAyC21DuHFOPm?KhkVNel33go7_uatkJWzsTrd 1.0.0 4-2.6 7.0.0 13.3.14 19.6.0 25 8 2 32.0.0 34.9-to 39.0.0 0.0• 0-0 4-2-6 2.9 10 6.3.14 6. .26.2.2 6 3 14 2.9 10 4.2.6 0 Sx6 = 2x4 11 3x8 = 3x6 = 3x8 = 5x6 = 4 20 21 5 22 23 6 724 25 26 8 27 28 9 2 Scale = 1.66 8 1 12 1 • _ 1d 06 = 19 29 30 18 17 31 32 16 33 34 35 36 15 14 37 38 13 4x6 6x8 = 6X6 = 2x4 11 Sx8 = 2x4 11 Bra = 5x8 = I LOADING (psi) SPACING- 2-0-0 CSI, DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.49 16 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.14 16 >405 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.20 11 We Na BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 441lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0-8 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2942/0.8-0, 11=2941/0.8-0 Max Horz 2=46(LC 12) Max Uplill 2-983(LC 4), 11=-983(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5-7-10532/3593, 7-8=-10532/3593, 8.9-6206/2124, 9-10=-6618/2245, 10-11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17-19=-3165 9503, 16-17=-3165/9503, 15.16=-3163/9496, 13.15=-3163/9496, 11-13=-1982/6014 WEBS 3-19=-139/263,4-19=-531/1999,5-19=-3669/1256,5.17=0/527,5-16=-373(1169, 7-16=-683/426,8-16=-378/1177,8.15=0/527,8.13=-3664/1253,9-13=-530/1996, 10.13=-140/264 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as tollows: Top chords connected as follows: 20 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vutl=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; End., GCpI=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' 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 tit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=983, 11=983 Thomas A. Albani PE No.39380 Wait USA, Inc. FL CeR 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 wARNWO . yerl/y doalyn paramotare and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 011/I.7473 rev. /0003,20IS BEFORE USE Design valkl for use only vAth Mllek®conneclors thisdesign is based only upon parameters Vx)wn, and Is for an Individual bu 1car* component. nor a Suss system. Before use. the btllding designer rust verity the applicability of design parameters and plop oily Incorporore Ihls design Into the overall Additional lemporary and permanent bracing WOW brddhigdesign. Bracing Indicated Is to prevent buckling of IndlvIdual truss web end/or ctxxd members orgy. Is always ioclu lied for slabllily and to prevent collapse with possBtle personal Injury and plop edy damage. For general guidance regardng the falrk; alpon, stoiago, delivery, erection and tracing of trusses and truss systems. seeANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke Eash Blvd Safety Information ovallable from truss Plate Inslltute. 218 N. lee Streel. Sulre 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oy Ply 0098 T13030976 WP0098 A01 • HIP GIRDER 12 jwPReference (optional) Builders FrrslSOurce, Tampa, Plant Glty, Florida 33566 C 13U s bep 75 zu Ir Mt l ex mouStnes, mc. t u9 van z s rZ:lo:o* eur 6 rage e I D: rb0YL3Jol CV 1 U 1 FgSJd63xypdA?-gbxxakBayMu3VRgayTW ZEy2Y09PIZFN77EdlsyzsTrc NOTES- (10) 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0. 12, 105 lb down and 107 lb up at 11.0.12, 105 Ib down and 107 Ib up at 13-0-12, 105 lb down and 107 lb up at 15.0-12, 105 lb down and 107 lb up al 17-0-12, 105 Ib down and l07 lb up at 19.0.12, 105 lb down and 107 lb up at 19.11-4, 1051b down and 107 Ib up at 21-11-4, 105 lb down and 107 lb up at 23-11-4, 105 lb down and 107 Ib up at 25-11.4, 105 lb down and 107 lb up at 27.11.4, and 105 Ib down and 107 Ib up at 29-11-4, and 203 lb down and 203 lb up at 32-0-0 on top chord, and 317 lb down and 109 Ib up al 7-0-0, 81 Ib down al 9-0.12, 81 Ib down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15.0.12, 81 lb down at 17-D-12, 81 lb down at 19-0-12, 81 Ib down at 19-11-4. 81 lb down at 21-11.4, 81 lb down at 23-11.4, 81 Ib down at 25-11-4, 81 lb down at 27-11-4, and 81 lb down at 29-11.4, and 3171b down and 1091b up at 31-11-4 on bottom chord. The design/seleclion of such connection device(s) is the responsibility of others. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pit) Vert: 1- 4=-54, 4.9=-54, 9-12— 54, 2-11=-20 Concentrated Loads ( lb) Vert: 4=- 156(B)6=-105(B)9=-156(B)19=-317(B)5=-105(B)17=-58(B)15=-58(B)8=-105(B)13=-317(B)20=-105(B)21=-105(B)22= 105(B)23=-105(B) 24=-105( B)25=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-58(B)30=-58(8)31_ 58(B)32=-58(B)33=-58(8)34=-58(B)35=-58(B)36=-58(B)37=-58(B) 38=-58( B) Q WARNING - Verily design p8mraters and READ NOTES ON TNIS AND INCLUDED MRFK REFERANCE PAGE NIF7473 rev. 1129=15 BEFORE USE. Design valid la use only vAth Mllek® connectors. INs design Is Ixwd only upon paaneters shown. and is lot an Individual holding component. not a Was system. Belore use, the IxAding designer must verily the appllcabllly of design paanelots and ptoperiy lrtcogwtate this design Into the overall IxAtling design Brachg Indicated Is to prevent buckling of IrKWAdtKA Iniss web and/or chord members only. Addrional lemlxxry aanparmanoni txaeklgOW MOW IYId K alwaysreciukedlof sk iNity and to rxevenl collapse vAth posW)le personal bytsy and properly damage. Fa general guidance regarding the talxk:allon. storage, delivery, erecllon and Lxactrtg of Innsos and tuns systems. seeANSI/TPII OY011ly Criteria, OSB-89 and SCSI Building Component 6904 Porke East Blvd Salary Information ovallahle worn buss Plata Inslllute. 218 N. Lee Street, Sulle 312. Alexaxddo. VA 22314. Tampe. FL 33610 Job Truss Truss Type Ory Ply WP0098 T73030977 W P0098 A02 Hip 1 1 Job Reference (optional) I:TwL IwA..a.f.:wc Inn T„n Inn 77 19.1R.RS 0010 Dnnu 1 Buiiders rirsiSource, I amps, Fiend City, rnerlaa 33000 v. wv a voy ,., -- ,.o, w--i..o.., ..,. . o -•. .-..-.-- -_ ._ _a_ ID:rbOYL3Jo1CV1 Ut FgSJd63xypdA?-gbxxak8ayMu3VRgayTWZEy2ak9OWZFB77EdlsyzsTrc 1.0-0 4.9.14 9.0.0 16.0.9 22-11.7 30.0.0 34.20.2380.0 0- 0. 0 4-9-14 4-2.2 7.0.9 6.10.13 7.0.9 4.2.2 4•}}14 0 Scale = 1:67.2 54 = 3x8 = 3x6 = 20 II Sx8 — 5 00 F172 4 5 6 7 8 20 3 2x, 4 2 10 99 17 16 15 14 13 12 3x8 = 3x8 MT20HS = 2x4 11 Sx8 = 4x6 = 30 = 11 e d3x6 = 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 YES Code FBC2014/TP12007 CSI. TC 0.85 BC 0.99 WB 0.75 Matrix- SH DEFL. Vert( LL) Vert( n.) Horz( fL) in ( loc) I/dell L/d 0. 34 14-15 >999 240 0. 84 14.15 >548 180 0. 23 10 We We PLATES MT20 MT20HS Weight: 190lb GRIP 244/ 190 187/ 143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6- 8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at micipt 5-17 WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=1490/0.8-0, 10=1490/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4=-280PJ1628, 4-5=-2576/1566, 5-7=-3527/2115, 7-8=-3527/2115, 8- 9=-2802/1628, 9-10=-3009/1787 BOT CHORD 2-17=-1520/2707, 15.17=-1867/3526, 14-15=-1867/3526, 12-14=-1307/2555, 10- 12— 1537/2708 WEBS 3.17=-181/253, 4-17=-358r765, 5-17=-1170/634, 5-15=0/261, 7-14=-397/344, 8. 14— 643/1191,8-12=-56/353, 9-12— 183/254 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=1511; Cat. 11; Exp C; Encl., GCpl= 0.18; MWFRS (envelope) and C-C Exledor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent YAM any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 411, 10=411. 8) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Thomas A. Albani PE No.39380 Wait USA, Inc. FL Cart 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vody dodyn paramoron and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE Na-7473 rev. 1 93W I S BEFORE USE. Design valky la use only vAth Mllek®conneclors. hilt design is Uaurd only upon pwameters shown• and Is Ion on IndMtlual building component, not o husssystem Before use, the bdidling duslgnon rnusf veAly the opplhabllty of design pxxrn nelens and piopoily hcorponato this design Into the overall IxrUding design. Biacing Indicated Is to prevent buckUng of IrKJWtKA miss web and/or chord members only. Addilonal temporary and permanent bracing WOW It always iegrbed loi slabllily and to provenl collapse with passable personal"and pioperly darnoge. Foi genial guidance negardng the fablhotlon, sage, dollvury, enecilon and bracing of misses aril Iniss systems. sueANSI/iPl1 Ouatity CAtorlo. DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliable Ilom buss Plate Institute. 218 N lee Sheel. Sulle 312. Alexonddo. VA 22314. Torrpa. FL 33610 Job Truss Truss Type City Ply WP0098 T13030978 W P0098 A03 Hip 1 1 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12 16:57 2015 Page 1 ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?•n_3i?ODgUz8nll_y4uY 1 JN7zry5H 111JOaY60wrzsTra 11.0.0 5.9.14 I 11.0 0 I 16.8 0 + 22.4.0 28.0.0 I 33.2.2 39.0.0 0.0- 3 9 5 2.2 5.8•0 5-8-0 5-d 0 5 2.2 5 9.14 0 Sx6 = Scale = 1:66.9 30 = 3x6 = 3x4 = 5x6 = 5 6 7 8 5x6 WB= 3x4 = 3x8 = 3x8 = 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 FBC2014/fP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 Except' 13-15: 20 SP No.2 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1490/0.8-0, 10=1490/0.8-0 Max Harz 2=70(LC 12) Max Uplift 2=-391(LC 8), 10=-391(LC 9) 5x6 WB= CSI. DEFL. in (hoc) Well Ud PLATES GRIP TC 0.68 Vert(LL) -0.32 2-16 >999 240 MT20 244/190 BC 0.91 Veri(TL) -0.88 2-16 >521 180 WB 0,71 Horz(TL) 0.20 10 We n/a Matrix-SH Weight: 190lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3>2982/1802, 3.4=-2659/1565, 4-5=-2422/1508, 5-7=-2926/1793, 7.8_ 2422/1508, B-9=-2659/1565, 9-10=-2982/18W2 BOT CHORD 2-16=-1531/2690, 14-16=-1509/2883, 12-14=-1511/2883, 10-12=-1544/2690 WEBS 3.16_ 327/379, 4.16=-353/735, 5.16=.703/396, 7-12=-703/396, 8-12=-353l735, 9-12= 327/378 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=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) and C-C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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 01=lb) 2=391, 10=391. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39360 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 4u WARNING • yard/, do#yn paramalora and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 rev. Idt MIS BEFORE USE. DesJign valid lot use orgy with MllekO connectors. this de'sigrr Is based orgy upon pwamelets shown, and IS lot an axlNkW building component. not a ktrss syslo n. Before use, Iho txd"rvj deslgne-i must verily the af4AIcab1lty of design paramolers and profxnly Incolpoialo this design Inlo the oveiall building design. Bracing Irxdkaled Is to prevent buckling of IndMrAral Russ web and/or chord members only. Addillonal lemporary and permanent Ixocbhg WOW is always required lot slabally and to prevent collapse with possible personci Inkay and property damage. For general gu4dahce regarding the lobticalkm)n slorage, dollvery, eiecllon and bracing of trusses and truss syslemx sec-ANSI/IPI I OwIlly Criteria. DS5-89 and BCSI Building Component 6904 Parke East Blvd. Stately Irxamallo n available from truss Plale Inslllule. 218 N lee Street. Sulle 312. Alexandtku. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Oty Ply WPOD98 T13030979 WP0098 A04 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16.58 2018 Page 1 ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-FAd4DmDSFHGeMuZ9ec3Gsag6AMS?mjrapCrySHzsTrZ 7.13.00 I i 0 31.8.14 39.0.0 58.14 D2( P.0 0 32 5814 7-3.2 0.04.0q Sx6 = 3x4 = 3x6 = 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 FBC2014lrP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 Except' 11-13. 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II Sx6 = 3x8 = 3x6 = 30 = Scale = 1:67.2 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.77 Ved(LL) -0.2910-12 >999 240 MT20 244/190 BC 0.88 Veri(TL)-0.6810-12 >676 180 W B 0.30 HOrz(rL) 0.17 8 We We Matrix-SH Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing REACTIONS. (Ib/size) 2=149010-8-0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2969/1780, 3-4=-2720/1661, 4.5- 2545/1628, 5-6=-2545/1628, 6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2-14_ 1501/2670, 12-14=-1113/2206, 10-12=-1116/2206, 8-10=-1511/2670 WEBS 3-14=-328/389,4.14= 263(537,4-12=-220/581,5-12=-399/339, 6-12=-220/581, 6.10=-263/537,7-10=-328/389 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18-, MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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 20.0ps1 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=37118=371. 7) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MiTO USA, Inc. FL Cert 6634 6904 Parkir East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING • Verity design paramsfas and READ NOTES ON THIS AND INCLUDED M MK REFERANCE PAGE M67473 rev, 100MIS BEFORE USE Design valid for use only with Mllek0 connectors. IM design is based only upon Parameters shown. and Is for an Individual bulldkng component, nol a turn system. Wore use. the IxAding designer must verify the applicability of design lxxametors and property Incopoate this design into the overall bidding design. Bracing Indicated Is to buckling of IxiWual Gun web and/or chord members only AdtIDlonal temporary and permanent biacing MiTek' preventIs always i"ifted for stability and to prevent collapse vAlh possible porsonal k*" and property damage. Foi general grldance regarding the 6904 Parke East Blvd. fatrkbatlon, storage, delivery, erection omit tracing of trusses and Inrss systems, soc-ANSI/1PI I Qualify Criteria. D$6.89 and BCSI Burldang Component Tempo, FL 33610 SafetyIMormaaonavallableDombrasPlaleInstitute, 218 N. Lee Street. Salto 312, Alexandila. VA 22314. Job Truss Truss Type Oy Ply WP0098 T13030980 WP0098 A05 Hip 1 1 Job Reference o itonal Builders FirslSource, Tampa, Plant City, Florida 33566 5.00 FIT 3x4 = 3x6 = 8.i308 Sep 15201/Milexmouseres, Inc. Iueoanco Ic:Io aecv Io rage I ID:rbOYL3Jo 1 CV 1 U1 FgSJd63xypdA?-jNBS06E4ObOV_28LBJaVOoDFamIRV71 j2sbV?jzsTrl' Sx6 = 2x4 II Sx6 = 3x8 = 3x6 = 3x4 = Scale = 1:68.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Ven(TL) 0.70 14-16 >658 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 10 r1/a I1/a BCDL 10.0 Code FBC2014fFP12007 Matrix-SH Weight: 189lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing 13-15: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-5=-2738/1724, 58=-2184/1457, 6-7— 2184/1457, 7-9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2-16-1514/2667, 14-16=-1012/2038, 12-14=-1014/2038, 10-12=-1524/Llti67 WEBS 3-16=-382/447, 5-16=-403/670, 5.14= 80/420, 6.14=-250/187, 7-14-80/420, 7-12=-403/670, 9-12=-383/447 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone;C-C for members and forces 13 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 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 38-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=369, 10=369. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cliff 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 0 WARNING - Verily da fin pararrlaten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev. 1493WIS BEFORE USE. Design valid for arse only with Mllek6 conneclors. nds designis based only upon parameters shown. and Is la an hdMddral building cornponenl, nor a 9trss syslem. Below roe. the building doWner insist verity Iho applicability of design p aiarnelers and properly Incorporate this design Into the overall buIding design. lliachg Indicated Is to pievenl bdrekling of Individual truss web and/of chord members only Additional temporary and permanent bracing WOW Is always requited for stability and to prevent collapse wllh possible personal troy and property damage. For general guklalce iegarding fine fabrk> allm storage, delivery. eiecllon aril bracing of trusses and in= systems. seeANSI/IPI I Quality Criteria, D$8.89 and SCSI Wilding Component 6904 Patke East Blvd. Safely Information available from Truss Plate Institute. 218 N Lee Sneel. Suite 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss Truss Type City Ply W P0098 T13030981 WP0098 A06 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17:00 2015 Page 1 I D:rbOYL3J01 CV 1 U 1 FgSJd63xypdA?-BZIgeRFinuW McCiXll5kx?ITzA7xEaOsHW K3XAzsTrX 11.40 8.49 13.4.4 17.40 19.6.0 1 22.0.0 25.7.12 27.5.6, 30.11-7 32.7413 39.40 40.4 0- &49 5-3.11 3 7.12 2.6 0 2 6 0 3 7.12 1.9 10 3.6 t 1.11-6 6.1-3 1.0• d 3x6 5.00 ! t 2 06 = 30 = LOADING (psl) 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 FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 6.8: 2x6 SP M 26, 1-4,1413: 2x4 SP No.1 BOT CHORD 2x4 SP No 1 'Except' 15-17: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/48-0, 12=1490/48-0 Max Harz 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) Sx8 = 3x8 11 5x8 = 16 3x8 = 30 = 4x6 = Scale = 1:68.1 3x6 CST, DEFL. In (loc) Well Ud PLATES GRIP TC 0.75 Vel(I.L) 0.2916-18 >999 240 MT20 244/190 BC 0.85 Verl(TL) 0.7512-14 >609 180 WB 0.49 Horz(TL) 0.17 12 n1a n/a Matrix-SH Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-10.0 oc bracing. WEBS 1 Row at mldpt 5-16, 9-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/1795, 3.5=-2698/1712, 5-6=-1919/1302, 6-7=-1749/1239, 7.8- 1749/1239, 8-9=-1919/1302, 9-11=-2698/1712, 11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14.16=-1128/2166, 12-14=-1515/2637 WEBS 3-18=-356/404, 5-18=-311/567, 5.16=-584/438,9-16=-584/438, 9-14=-311/567, 11.14=-356/404,7.16>529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone-,C-C for members and forces 8 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 20.0psf on the bottom chord In all areas where a rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=383, 12=383. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particutar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 3 - 1 Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - vaifty doers. param r.* and READ NOTES ON THIS AND NCLUDED MrrEK REFERANCE PAGE Ma•7173 rev. I&IM IS BEFORE USE. Design valid fat use only wllh Mllek® connleClors. 11* design Is lased only upon parametors shown, and Is for an IndMd al building component not a Ines system. Belem use, the building designer must vedly the apWlcabalty of design p ufamelers and property Incorporate this design Into the overall bultding design. Bracing Indicated Is to prevent brrcklhrg of IndWL d Truss web and/or chord members only. Additional temporary and permanent blacing WOW h always requlrod lot stability and to prevent collapse wllh IossUe personal k*ny and property damage. For general guidance regardng the fabxk:atkxL storage. delivery, erecllon and bracing of Inures and truss systems, smANSI/IPII Cuat ly Criteria. DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormanon available from Truss Rate Institute. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tonga, FL 33610 Job Truss Truss Type Oty Ply W P0098 T13030982 W P0098 A07 Hip 1 1 Job Relererx e o tional Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17:01 2018 Page 1 ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-flJCrnGLYCeDDMHkJkdzTDIcBZTAzyU0VA4c3czsTrW za0•o Oil e•Pe 13•4•e 19•a0 tP 2s7.12 3a,t•8 , 39.0.0 to. 1•a0 tree f 5.3.11 S7.12 s7.1z 5311 a." 1." 0-6.0 Scale = 1:67.9 3x6 II 5.00 12 34 = 3x6 = 67a 34 6 , o „ ,o - 16 . 11 3x6 J 4x6 = 3xa = 3x4 = 06 = 20•a0 10-6s 19.00 1P 2a•S11 39.0-0 r 10.6.5 I 8•5-11 e•5-11 10.65 Plate Offsets (X,Y)-- 12:0-3-0,0-1-81,16:0-3.0,0-2-41,18:0.3.0,0.2-41,112:0-3-0.0-1-81 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Verl(LL) -0.26 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.74 2-18 >626 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 rVa n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 189lb FT=204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,10.13: 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 4.9-9 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 5-16, 9-16 15-17: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8.0, 12=1490/0.8-0 Max Harz 2=-116(LC 17) a Max Uplift 2=-396(LC 12), 12=-396(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3- 2927/1809, 3-5=-2698/1733, 5-6=-1894/1302, 6-7=-1692/1261, 7-8- 1692/1261, 8-9=-1894/1302, 9-11=-2698/1733, 11.12=-2927/1809 BOT CHORD 2-18=-1517/2628, 16.18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3.18=-330/377, 5.18=-287/551, 5.16=-690/546, 9-16=-690/546, 9-14=-287/551, 11.14=-330/377,7-16_ 67511063 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 20.0psl 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=396, 12=396. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 66U 6904 Parka East Blvd. Tampa FL 33610 Dab: January 23,2018 V WARNING • Verify dedyn pemnerero and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MR-7473 rev. l W aOIS BEFORE USE. Design valid fop use only elm Weld9 conneclors. huts de9pn Is based only upon rynamelers shown. and Is for an Individual tAAdInlg component, not a Miss system. Belorc uso. the Wilding designer mtlsl verity the g)NIcaullty of design paiamelers and popedy Irlcogoale this design Into the ovcnoll IxAdling design. Bracing Indicated Is to prevent birclding of Individual truss web and/or chord members only. Addlllonr9 lemporary and permonlent biacing MiTek' Is always recitAred for stability and to rxevenl collarAe wllh possible personal 611ury and poperty damage. For general guidance regarding ale labilcallon, storage, delivery, enecllon arwd bracing or Inrssos and tans systems, soeANSI/IPI I Quality Criteria, DSB-89 and BCSI Buliding Component 6904 Panke East Blvd. Safety Information avaaable from truss Plate Inslllute. 218 N. lee Street. Sulle 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0098 T1303D983 W P0098 A08 Common 13 1 Job Reference (optional) Builders FnStSource, Tampa, Plant City, Florida 33566 a 13u s bep 1 a zui t MI r en industries, inc. rue ,ian 20 iz: i r:vo zu e o rage i ID:rbOYL3Jo1CV1UIFgSJd63xypdA?•b8OzGTHb4puxTgR609iRZeNxPN9cRrOJzUZj8UzsTrU n1.0.0 8.0.15 + 13.4.5 19.6.0 i 25.7.11 I 31}11-1 1 39.0.0 g0.0.9 1.0 8 0.15 5 3 6 6.1-11 6.1.11 5 3.6 B-0.15 -0.0 5x6 = 5.00 112 Scale = 1:65.7 3x6 i — ... .. ,,, 14 •- __ ._ ._ 3x6 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = LOADING (psi) SPACING- 2.0.0 CST. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.26 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Verl(I-) 0.74 10-12 >622 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.17 10 n1a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 190lb FT = 2046 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8.11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpi 7-14, 5-14 13-15: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0.8.0, 10=1490/0-8.0 Max Harz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5.6=-1892/1307, 6.7— 1892/1307, 7-9=-2697/1739, 9./0=-2941/1812 BOT CHORD 2-16=-1519/2625, 14-16=-1172/2191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=-693/108D, 7.14_ 699/559, 7-12=-285/549, 9-12=-328/372, 5-14_ 699/559, 5.16=-285/549,3-16=-328/372 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrant 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 lit 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=399, 10=399. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39390 MiTsk USA, Inc. FL Cori 6034 ON Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNING • Verity design param lors and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M64473 rev. 1111932015 BEFORE USE. Design valid for use orgy vAth Mllek® connectors This design is based oily upon paameters shown. and Is for an l ndlNdual building component, not a Was system. Before use. the rAlkfng designer roust verily the applkabalty of design parameters and piopedy Incorporate this design Into the overall dang design. Biocling Indicated Is to event buckling of tntlivldual Miss web and/ofchord members only. Additional temporary and permanent bracingbrApreventWOW 6 always required to slablllly and to prevent collapse vAlh tosslAe personal Injury and property damage. For general guidance regarding afro ery. eiecllon and of Inissos oral In=systems, soeANSI/IPII Qualify Criteria, DSa•89 and BCSI Bulkiing Component fobrk;afbn. storage. dotNd bracing ParkeEast Blvd. 690e Perks East0SafetyInformationovaltabfefromTrussPlateinstitute. 218 N. lee Skeet. Sulte 312, Alexandria, VA 22314, Te nwa• Job Truss Truss Type City Ply T73030984 WP0098 A09 Common 6 t 0098 Reference (optional) Gunaers i-Irsi"urce, I amps, clam Lmy, F lorra8 33obo o. 1ov b oey I o 4v If IvY I va II IYYaulva, 1116. 1 YO JOI1 GJ Ic.1, .vv &v 1 v U. , ID:rbOYL3Jol CV1 U1 FgSJd63xypdA?-0f65uVKTNkGW K7Ah6HCSAG?YKaHSeHwllSnNlpzsTrR n1.0.0 6.9.14 13.0.0 18.6.0 26.0.0 I 32.2.2 I 39.0.0 g0.0.0 0 0 6.9.14 6.60 6 6.0 6.2.2 6 9-14 0 0 Scale = 1:65.7 5x6 = 5.00 F12 2x4 II 3x6 6x8 3x4 = 2x4 11 30 = 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(I-) -0.14 10.12 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15, 7-15, 5.15 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10= 187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1). 16=738(LC 23), 10=583(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/186, 3.5=-130/447, 5-6=-160/594, 6-7=-161/595, 9-10=-819/453 BOT CHORD 2-18=-110/308, 16-18= 110/308, 15-16=-353/391, 12-14=-301/689, 10-12— 301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7-14_ 153/438, 9-14=-613/467, 9-12=0/273, 5.15=-238251, 5-16=-355/174, 3.16— 629/477, 3-18=0/274 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=151t; Cat. II; Exp C; Encl., GCpi--O.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8, MWFRS 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 20.0ps1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116lb uplift at joint 2, 429 lb uplift at joint 15, 240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MITsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date; January 23,2018 V WARNNG • Vedly dedgn peramefaa and READ NOTES ON THIS AND INCLUDED M?EN REFERANCE PAGE MIF7473 rov. 140MIS BEFORE USE. Design valid for use only with MI109 connectors. lhls deslun Is based orgy upon paameters shown. and Is tot an frxdvldrtal Wading component, not a bus system. Before tae. the Wiling designer mull verily the applicability of design parameters and properly hcoipoialo this ck--4n Into the overall IxocAng design. Bating Indicated is to buckling of indNkkxD buss web and/or chord members only Additional temporary and permanent txactng M iTek' ptevenl is always required lot stability and to prevent collapse wtih possilAe personal kVrtrY and txoperty danage. lot general guidance tegardng the 6904 Porke East Blvd. IoNlcalbn. storage, detivery, moclion and tracing of trusses and Inns systems, soeANSI/MiI Quality Crlterlo, DSa•89 and SCSI Bultding Component Tampa. FL 33610satNyInformationovallablefrombussPlateInstitute. 218 N Lee Stieel. Salle 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T13030985 WIDOWS A10 GABLE 1 1 1WP0098JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a 19.6.0 6.1.11 5.00 P2 8.130 S 5ep 15 2017 M1 I ex industries, Inc. I ue Jan 23 12:1 7:08 2018 1• ID:rbOYL3JoI CV1 Ut FgSJd63xVDdA1-VSEsJALkvMW DZRK4DiFcGh5rZOrz6F126mGUp 5x6 = Scale = 1:68.6 3x6 = 3x4 = 6x8 1. 3x6 = 24 23 22 21 20 19 1S 41V 1645 15 14 3x4 = 3x6 = 34 = I 10.6.8 I 19.6.0 1 0 28.5.8 + 39.0.0 10.6-8 8.11.8 0• -0 8.9.8 10.E-8 Plate Offsets (X,Y)-- 15:0-1-12.0-0-91,17:0-3-0.0.0-81 LOADING (psi) SPACING- 2-0-0 CSI, DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10-12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(rL) -0.65 10.12 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9.4 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing, Except: WEBS 20 SP No.3 10.0-0 oc bracing: 12-14,10.12. OTHERS 20 SP No.3 WEBS 1 Row at mldpt 6.14, 7.14, 5-14 REACTIONS. All bearings 19-4-8 except (jt=length) 10=0-8-0. Ib) - Max Horz 2=-119(LC 13) Max Uplilt All uplift 100 lb or less at joints) 2, 23, 24 except 14=-411(LC 13), 20=-278(LC 12), 15-111(LC 18), 10=-191(LC 13) Max Grav All reactions 250lb or less at joints) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.5=-52/269, 5-6=-122/528, 6-7— 122/529, 7.9-470/363, 9-10=-725/442 BOT CHORD 19-20=-23Bt3DB, 17-19=-23813D8, 16.17=-238/308, 15-16=-238/308, 14.15=-23B/308, 10.12— 2731597 WEBS 6-14=-679/389, 7-14=-728/578, 7.12=-313/589,9-12=-369/402, 5-14=-308/323, 5.20=-185/252, 3.20=-360/412 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCP1-.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualilled building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10 0 psl bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will III between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24 except 1Jt=lb) 14=411, 20=278, 15=111, 10=191. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cart 6634 904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vaf1y dodgn puamoton and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M0-7473 rev. 1003,2015 BEFORE USE Design valid for use only with Mllek0 connectors. INS design Is bawd only upon r eJlarneter5 Shown. and Is for at tridivick" building component. nor a truss system. Before use. the b uickyj designer must verity the applicability of design paramelens and property Incoiporote Ihh design Into the overall b8alng design. Bracing IndIcaled B to prevent buckling or Individual Inns web catd/or chord membeis orgy. Additional temporary and permanent bracing MiTek' is always required for stability and to Irevenl collapse w9h posslNe personal Infury and property damage For general guidance regardkng the fabrkallon, storage. dotivory. erection and bracing of trusses and truss systems. seeANSUtP11 Quality Criteria, DS11-e9 and SCSI Building Component 6904 Parke Eosl Blvd. Safety Information available from bras Plate Institute, 218 N. lee Street. Suite 312. Atexanddo. VA 22314. Tonne. FL 33610 Job Truss Truss Type Oty Ply WP0098 T73030986 WP0098 B01 Common Supported Gable 1 1 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 12:17:09 2018 Page 1 ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdAl-OIoEXW MMHe4BbuGnOmrovdSOoObrIJBLO01 L8zsTrO 1.0.0 10.0.0 20.0.0 12 1-0 0 10-0.0 10.0.0 1.0.0 Scale = 1:35.3 4x6 = ig 30 = 18 17 16 15 14 13 12 30 = Sx6 = 20•0.0 Plate Offsets (X,Y)-- 115:0-3.0,0.3.01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 11 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 rr/a rVa BCDL 10.0 Code FBC2014fFP12007 Malrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. All bearings 20-0-0. Ib) - Max Horz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12— 116(LC 13) Max Grav All reactions 250 lb or less ai joints) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsl; h=15f1; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psl 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. 9) WA 10) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility at the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Coil 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vwfly dodyn paramatws and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE A11144T7 rev. 14 03,201S BEFORE USE. Deslgnvdld for use only with Mllek® connectors. If* design Is based orgy urnn parameters shown. aril Islet m axlMdud building componentt, nor wt otitssystem. Before tze. The bsAldho designer must verity The aplAlcabalty, of design paianeteis and propoily Incoiporole this design Into the overall building design. Bracing Indicated Is to prevent bidding of Irdllviclual Truss web aril/a chard members only. Addlllonal temporary and permanenl bracing WOW is always required low stablilty and to pieveni colknse wlrh possaxe personal Inpny and property damage For general guidance regadlng tine fabrication, stoiago. delivery, erection aril Itraclng or irtisses and Inns systems, seeANSI/IPI1 Quality Criteria. DS8-89 and SCSI aulldlng Component 6904 Parke East Blvd. Satehy Information available Dom Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WPOO98 B02 Common 2 0098T13030987 Reference (optional) Builders FIr615ource, Pampa, Plant (:ity. I-iorlaa 33bbb 0.r4u s oep ra evt I Mr r en mvusures, lip.;. rue dan c4 rc: r r: ry cv ro rayv ; ID:rbOYL3Jo1CV1U1FgSJd63xypdA7•uULcksN_OzmxpkTSL7H4L6AFkCX1aAOLa4lauazsTrN 1•0•0 5.5.0 10.0.0 14.7-0 20.0.0 21.0.0 1.0.0 5.5.0 4-7-0 4-7.0 5.5.0 1.0.0 ' Scale = 1.35.3 4x6 = g Fri=-R= 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 YES Code FBC2014/TP12007 CSI. TC 0.41 BC 0.93 WB 0.20 Mairix-SH DEFL. in Verl(LL) -0.16 Vert(TL) -0.43 Horz(TL) 0.05 loc) Well Ud 6-8 >999 240 6.8 >534 180 6 rda We PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=787/0.8.0, 6=787/0-8-0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6=-216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1317/849, 3-4=-997/621, 4.5-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6.8=-681/1172 WEBS 4-8=-247/533, 5.8=-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15111; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=216, 6=216. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MITek USA, Inc. FL Coil 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - VoNIy dosryn panmeton and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MD-7479 rev. fa•9302015 BEFORE USE Desltpr wall fa use orgy vAlh Mllek® eonnLciors. this design It based only upon paanelers slovm. and Is for an hdhA ducd bulking component. not a truss system. Before tise. the IrAkdkrp designer mtrsl verity the applicabllly of design paanefers and properly kn orpaale this design Into the overall LxUdng design 9achg Indicated Is to prevent buckling of Individual truss web and/a chord members only. Add111onal lemtorary and permanent bracing MiTek' is always required lot statAlly and to prevent collorw wnh possllAe personal k*AFy and property damage. For general guidance regading the 6904 Parke East Blvd. Milcollon, slorage. delivery, erection and Iacing of trusses and hum systems. seeAN$VrP11 Quality Criteria, DS11-e9 and SCSI Building Component Tornpe, FL 33610SafetyInformationovdlablefromInrssPlatoInstitute. 218 N Lee Street. Sulle 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WPOO98 T13030988 WP0098 CJ1 Jack -Open 4 1 Job Reference (optional) Builders FirslSource, 1 ampa, Plant City, Fronae 33566 6.13U S Sep 15lUl f MI I eK InauSlrleS, bnc. 1 ue Jan Z3 1Z•1 r:iu ZUId rage i ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN OzmxpkTSL7H4L6AKtCINaDZLa4lauazsTrN 1.0.0 1.0-0 1-0.0 1.0.0 Scale= 1:6.5 2x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 2 999 240 MT2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a n/a BCDL 10.0 Code FBC2O14lrP12O07 Matrix-P Weight: 5 lb FT = 2O°L LUMBER - TOP CHORD 20 SP No.2 SOT 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 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpl=O.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 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 2O.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will III 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 buss to bearing plate capable of withstanding 100 lb uplilt at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 M Tsk USA, Inc. FL Cart 6634 0904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING- Verify desfyn paremoten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE U0.703 rev. 1116242015 BEFORE USE Design valid for use only vAth N11109 connectors IIIIs design Is based orgy upon rx ometers shown, and Is for an Individual building component, not a inns system. Befote use, the btAdIng designer must verity the applicability of design parameters and Ixoperly I ncorporato Ihh design into the overall building design. ®acing indicated Is to prevent Nodding of Individual truss web and/or chord members only. Addlaonal temporary and permanent boating WOW Is always required for slabally and to prevent collapse wllh possible porsonal Injury and poporly damage. For general grAdance regarding bhe n, fabricatiostorage, delivery, erection and bracing of trusses and tons systems, soeANSI/IPI l Quality Cdlerlo. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from truss Plato Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22314 Tarrpa. FL 33610 Job Truss Truss Type Oty Ply WP0098 T13030989 WPOO98 CJ3 Jack -Open 4 1 Job Reference o tional uunoeis mrsibource, i ampa, ream eery, Florida j4w)o a.1 oV 5 OUP so eV r r mr r eR muubmub, nrc. r ue Oar co 14.1 r: r I cv r o raye ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-Mgv_xCOcBHvoOu2turoJiKlVzb4ZJipUokV801 zsTrM 1.0.0 3.0.0 1.0.0 3.0.0 Scale = 1:10.8 2x4 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.13 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(fL) 0.01 2-4 999 ISO BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 11 lb FT = 20°t. LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=52/Mechanlcal, 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 0904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Vedry design P4r4rnerere and READ NOTES ON THIS AND INCLUDED AVTEK REFERANCE PAGE Ma-7473 rev. 100=15 BEFORE USE Design valid for use only vAlh Mile-kO conneclors. this design is based only upon toromoters shown, and Is for an Individual Niadiny cornponcanl. not a truss system. Before rise, the bxAkiling designer must verily the a)ptiCabalty of doslgn Daramolers and Ixop erly hcorlorale tltk design Into the overall building design. Bracing Indicated Is to buckliry or Individual truss web and/or chord mornbers only. Addltlorwl tome wary and permanent biactng WOWrxevenl is always required for stability and to prevent collapse with possible personal Ixopeny damage. For general guidance ieWding the fabxk:alim storage, delivery, erection and bracing of inisses and Iniss systems. seeANSVTPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovdilobie born truss Plate Institute, 218 N. Lee Street. Sulle 312. Alexorxfrla. VA 22314. Tampo. FL 33610 Job Truss Truss Type Oty Ply WP0098 T73030990 WP0098 CJS Jack -Open 4 1 Job Reference (optional) twooers Firsibource, I ampa, mans Lary, Flonoa 33oaa a.1 Jv s oep to Zvi r rwr r on mvusmres, me r ue oan co rc, r r: rc ev ro ray" r I D:rb0YL3Jo 1 CV t U t FgSJd63xypdA?-rITM9YOEye 1 122drSYJYOX Fbb?Mv263d 1 OEhyTzsTrL 1 •a0 5•0.0 1.0.0 5.0.0 20 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(rL) 0.07 2-4 820 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Malrix-P LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Gram 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 2046 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone:C-C for members and forces 8, MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl 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 tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTak USA, Inc, FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 WARNWO - VarW dedgn perametm and READ NOTES ON TMS AND WCLUDEO MITEK REFERANCE PAGE M9.7173 rev. IGUMIS BEFORE USE Design vdkl for use only wllh Mllek® connectors. INs design Is based only upon parameters shown, and Is for an InclMdual buiding component, not a lima system. Beforo use, no building designer must verily the app)llcabllty of design pxvometers and properly atcorporale this design Into the oveml, btKding design Bracing Indicated is to bttcldfrtg of htdNklual Inrss wob and/or chord membersoMy Addlllor4 temporaryaxl penmanenl bracing Ixevent 6always regttfrod for slablilty and to prevent collaM wllh posdAe personal 6'shry and txoperty damage. rot general qukkme regarding She MiTek* falxlcallon, sloiage. delivery. etectlon cmd txocing of tnrsscs and Inrss systems, sm-ANSI/1PI I Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaOoble from bass Plate Instllule. 218 N. Lee Street. State 312, Alexatxldo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13030991 WP0098 EJ7 Jack -Open 14 t IWPO098JobReference (optional) Builders FirslSource, Tampa, Plant City, Florida 33565 6.13U S bep I b ZVI I MI I etc Inauslrie5, Inc. I ue Jan Z3 1Z:1 /:IZ ZVId rage i ID:rbOYL3Jo 1 CV 1 U 1 Fg8Jd63xypdA'I-rtTM9YOEya 1 t22drSYJYOXFXT?JT263d 1 OEhyTzsTrL 1.0.0 7.0.0 1.0.0 7-0.0 3x6 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2-4 772 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Verl(TL) 0.24 2-4 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Maldx-SH LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 2x4 SP N0.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale a 1:18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% 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- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurient with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jotnt(s) 2 except Ot=lb) 3=102. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceit 6634 OU Parke East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNING • Vary dodgn penuneron and READ NOTES ON THIS AND INCLUDED WTEN REFERANCE PAGE M0.7473 rev. IM31015 BEFORE USE Design valid la use orgy wllh Mllek® connectors. This design Is based only upon Lxyaneters shown. and Is for an Individual building component. not a him system. Before rise, the IxA d1ng designer runt verify tho uppllcatAlty of design pxiiamelon and properly Incorpomte this design Into tho overall btBdhng design. Bracing Indicated Is to bxokNng of Indlvkltal him web and/oi chord members only. Additional lempotay and permanent bracing AYI!Tek• prevent It always iegllied for stahBlly and to prevent collapse with possible personal hkDy and pioperty damage. For general gukki nce regarding the 6904 Parke East Blvd. fabl0ation. storago. dalNery, erection and Lracing of Inmes and Miss systems, soeANSI/IPI I Quality Criteria, D3B•a9 and SCSI Building Componenl Tempe. FL 33610safefyInformationavallaYlefromtrussPlateInsllhAe. 218 N. Lee Sheet. Sulte 312, Alexandria. VA 22314. Job Truss Truss Type City Ply T13030992 WIDOWS HJ7 Diagonal Hip Girder 2 1 IWPO098JobReference (optional) Idurioers hlrs150urce, p ampa, manfUry, r-Ionaa ,,vn ,nvuou,va,n ti. .moo va„....yo. ID.rbOYL3Jo 1 CV t U 1 FgSJd63xypdA?•J311MuPsju9W gCC 1 OFgnzlomAPdinVjnG2_FUvzsTrK 1.5.0 5.2.9 9.10.1 5.2.9 I 4-7-8 Scale = 1:21.2 2x4 = 2x4 = LOADING (psi) TOLL 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 FBC2014/fP12007 CST. TC 0.40 BC 0.61 WB 0.29 Matrix-SH DEFL. in Veri(LL) -0.05 Vert(TL) -0.13 Horz(TL) 0.01 loc) Well L/d 6.7 >999 240 6.7 >841 180 5 We n/a PLATES GRIP MT20 244/190 Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=44510-10.15, 5=288/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2=145(LC 4), 5=-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 2.3— 769/218 BOT CHORD 2-7=-276(707, 6.7=-276/707 WEBS 3-7=0/308, 3.6=-761297 NOTES- (8) 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi--O.18; MW FRS (envelope); 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 20.0psf 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, 5 except Qt=lb) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68lb down and es 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 87 lb up at 7-0.14, and 50 lb down and 87 lb up at 7-0.14 on top chord, and 1 lb 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). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4 54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, 8=22) 10=-75(F=-38, B= 38) 13= 36(F_ 18, B=-18) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vadfy design pammstare rind READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1003 eIS BEFORE USE Design valld lot use only wllh Mllekf9 connectors. Rls design Is based only upon prnameters shown, and Is for an Individual building component, not a Russ system. Before tae. the building design of mint vedN the aptAcolAlN of design porornelers and propody i ncorlotato this design Into the overall btNding design. Bracing Indicated Is to prevent buckling of WIvklual truss web, aryl/or chord members only. Additional temporary and permanenl Ixocing MiTek* Is always requlrod lot slat -Ally and to prevent collapse with possible petsonat Injury and property damage. for general guidance regarding the tabrk;atim storage, delivery, etecllon and bxacl ng of trusses and Truss sysierns, seeANSI/1PI I Quality Criteria, DS8•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovaltable tom Russ Rate Institute, 218 N. Lee Street, Suite 312, Alexonddo. VA 2231 A. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-rhdr For 4 x 2 orientation, locate plates 0-lhd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 sottwore 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 vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : 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. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 r~ O U Q. O M 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, ESR 1988 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 ANSIIrPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek,9 All Rights Reserved M!Tek' MiTek Englneering Reference Sheet: MII-7473 rev. 10/03/2015 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 BCSI. 2. Truss bracing must be designed by on 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 stack 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 tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone 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 shoo not exceed 19% of time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative heated, 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 ore minimum ploting 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 ore 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, bock, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 6 DEARWG HEIGHT 56HEDUR m 1p 100 m m M1 m m J, m v- cJ )k 39-A-A i III 1 11 I m m 0 0 0 I I NOTE5: L) REFER TO HID 9I (RE(OkKWATIONS FOR HAUALD06 06TALLATWN AND TEMPORARY DRA4946 ) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRACM REMIRED. 2) ALL TRUSSES (I1p.(01N6 TRI)%ES "ER VALLEY FRA") MI15T DE COMPLETELY OECXED OR REFE9 TO DETAIL V105 FOR ALTERNATE DRACK REARREMENTS. 5.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY GUILDER 4.) ALL TRUSSES ARE DESWNED FOR 7 o C. MAA" 5PALIN(L LME% OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE (4N510ERE0 TO DE LOAD DEAM UOiESS OTHERWISE NOTED. 6.) SY42 TW%E5 MUST DE IMTALLED WITH THE TOP OEIN6I1? 7) ALL ROOF TRUSS HANGERS TO OE SIMPSON NIU26 LW.E% OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO DE 5W1170N THA422 LKESS OTHERWISE NOTED. 6) DEAMRIEADERILINTEL (IOR) TO DE FUR0115HED DY DUILOER. SHOP DRAWING APPROVAL THIS LAYOUT IS 1HE 50.E SORCE FOR FABRICATION OF MKS AFD VMS ALL PREVM AMITECTUM OR OHFR TRUSS LAYOUTS REVIEW AND AFMAL Of M LAYOUT Mf DE RECEIVED DEFORE ANY IMMS ILL DE /Ulf VERIFY ALL COMITIONS TO VAR MAW OWYiS THAT WILL RESLLT W EXTRA CHARGES 10 YOU 94-UJ 9&01 %U : FP«v K Ont RIWBuilderslrstSource Orlando PHONE 407-851-2100 FAX- 407-851.7111 Plant City PHONE: 8*-759-5951 FAX: 615-752•052 Starlight Homes WW(l. 1827 MUL UDOTISS. I(11Sto WPOO98 nlrc 1-23-18 1 Josh IV Cityo' anford Building and Fire Prevention Product Approval Permit # # 1 8- 1 2 4 2 S N0cation Form SANFORD 0- Project Location Address 3g LZ&-- t—c 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 I 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 1w Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shin lei 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-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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 LINTELSFL158-RlO 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 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats S Facts bFbWa r Product Approval s USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Of Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https://www.floridabuilding.org/pr/pr app_dtl.aspx 1/3 1 /2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL it Model, Number or Name 15036.1 Ia. 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 L__ I Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 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 FLIS036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 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 Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 11 (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 FLIS036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes https://www. 1 /2/2018 U 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 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 additional use limitations, installation Instructions and product FL15036 R2 AE (a) Eval 15036.7.odf 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 FLIS036 R2 11 fat Inst 15036.8.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 15036.8 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 fa) Inst 15036.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 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. ClasslcCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II fall Inst 15036.10.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 15036.10 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.10.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Flonda.:: 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 wi6 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: Min®ER® Credit Card Safe https://www.floridabuilding.org/pr/pi app_dtl.aspx 3/3 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-Cra' raft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43617 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. 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. Drawinq No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E o sit'!It i Signed & Sealed by SCi-f4moo Lyndon F. Schmidt, P.E. V •' G E N No 43409 Q A STATE OF oO N A% 0 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 ofvvRQ 17 4' MAY sic-Craft FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT"' nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to nt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH 0z Z z Z O w UJ LU = W U- WU- J JJ w W 0 0 f En a a EXTERIOR Sto 44 4.11 4 [--.3(Y' Eo 23 42 TOP RAIL LATCH STILE 1.49" NY Clt SG >= 0.67) EXTERIOR IT: 1--% .... Sj nail 21 K 17 4 A 4 A 4 0.1 S' CSINK L (TYP.) 20 8 7 INTERIOR 27- EXTERIOR 40 3 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOF I_ L EXTERIOR INTERIOR J A O C d O d O O r1 Ul MASONRY TYP. HEAD OPENING JAMBS FRAME 2X BUCK STRIKE JAMB MASONR OPENIN( to C4 Ui 1 2X BUCK 7 1- FRAME ANCHORING HINGE JAMB Masonry 2X buck construction or DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN::CLEARANCE::: MIN .--CLEARANCE.- TT0:MAS0NkY-'.-`l:` ADJACENT:::;. MEW.'.% . ........ BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF 4" MASONRY TYP. HEAD OPENING & JAMBS FRAME x 2X BUCK0 FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF iE X FRAME ANCHORING HINGE JAMB Masonry I X buck construction For DP <= 48 PSF rs moy be odjusted to mointoin the min. V. ON CENTER" must be adjusted to far Joints, odditionol concrete onchors 4 CENTER" dimension ore not exceeded. Eq Ui MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and NO <= 75 Der to T WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL GNATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56' En N esHEAD & SIDE Jamb 4.63' _ M O 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' 33 SELF ADJUSTING SADDLE THREHOLD r L I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 913.659.9197 Florida Board or Professional Engineers Certificate or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exteriorrior 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 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RIM Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RIM 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.,lnc. 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. Signed & Sealed by64011%40Edit,,# SC{S'-e Lyndon F. Schmidt, P. E. Signed & Sealed by loLyndon F. Schmidt, P.E. No 43409 o fl oA i[ • s STATE OF :wL7 0 N, a.L ei aq°e Lyndon F. Schmidt, P.E. FL PE No. 43409 10/1612017 J% J%JKO sic -Craft., RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material cco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. stol sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 53.13" MAX. OVERALL WIDTH z Zz 3 H z o 0 0W _ LJ W W J LL. J JJ W W o O a o M,. POSITIVE:':' WITH rvailrvr::<.: JSG >= 0.67) r-A I LRIVR EXTERIOR II 4.11" AY' io 42 TOP RAIL 43 LATCH STILE 1.49" 30" 1 Iom.1^r#- or /1 f%^wr^&Ano, n — 5' GLASS BITE 25 EXTERIOR INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE I 22 TS U4 29 GLAZING DETAIL 5 insulated gloss w/ smc lite frame 5'GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 25 22 r25 18 1 GLAZ ING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR SEE NOTE I INTERIOR JLILI EXTERIOR 41INTERIOR CSINK 61 HORIZONTAL CROSS SECnON1ZONTALCROSSSECTION5 ng shown - inswing Shown w/1 X sub -buck 6 A 6 A 6 NOTE: AS, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NO' 5 5 S EXTERIOR INTERIOR EXTERIOR o L 63 19 za INTERIOR U -- Wfi60 61 SS SECTION nswing INTERIOR EXTERIOR r4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck 60 EXTERIOR // INTERIOR 6; p p M U'za oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ing shown - inswing pproved EXTERIOR Za W 19 EXTERIOR SEE NOTE 1 l M z i INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A 11 D5O M 19 SEE NOTE 1 INTERIOR EXTERIOR ri_ VERTICAL CROSS SECTION J Shown w/1X sub -buck Z NOTE: 1. Anchors ass'y thn Sill at 4" in from et INTERIOR EXTERIOR 4ULLION OWN FOR FERENCE ONLY 10RING Hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension ore not exceeded. o n o o n MASONR OPENIN( FRAA 2X BI 1 I I 1 SEE DETAIL 1 L to Y TYP. HEAD — JAMBS M TYP. If Z ICK F TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN::CLEARANCE::. MIN: ;CLEARANCE, TO.'MASONRY::::: ':::: :`:.TO.'ADJACENT,;:;:. EDGE: :::::ANCHOR :: ; . 27 20, No M OUTSWING L INSWING M OUTSWING L INSWING 1" 4" LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 2 NN EO N J HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) K 10 a a SEE DETAIL 1 J TYP. HEAD & _ MASONRY JAMBS OPENING N TYP. _ E BUCK TYP. N SILL a . • a SEE DETAIL 2 FRAM 1X Q FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to r joints, additional concrete anchors CENTER" dimension ore not exceeded. WIN CLEARANCE`: W.1N.:CLEARANCE• TO: i4DJA'CENT-- EDGE.---::-`..:-.::-.' .':•:::::::ANCHOR:;:::::::: I I t o I XCL E =_ o El HINGE JAMB N C4 tn Ui N INSWING i OUTSWING 0 27INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WuuD 24 1 /4" IN I tRUP I SPAUR S I EEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 1 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2'PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 11 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL N d 16 OUTSWING SIDELITE Spacer 2.14' 1 1.691,-- j L o Ci I-- 2. I 4.63" 31 BUMP FACE THRESHOLD I 2.15' 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 orProfessional Engineers Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 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 -Inc. 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) `o SFC5i3eQ;oi Lyndon F. Schmidt, P.E. cap 3. Calculations Prepared by `Log • rrj ooy Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o° ;.•'G F•N Ste:•.- `O• tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance Z .k Certificate of Participation issued by National Accreditation and Management h Institute, certifying that Therma Tru Corporation is manufacturing products "0 : a within a quality assurance program that complies with ISO/IEC 17020 and 9 STATE 10F : [V/ Lyndon F. Schmidt. P.E. Guide 53. *:1 O^.•,n FL PE No. 43409 Sheet 1 of 1 i 1 - C O R `V •- U`,, 10/16/2017 Q • .... ,. o I pBs /O `4 A "'te- 1per 90vv1%v sic-Craft. GLASS DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Aal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS aeneral notes f 68.5' MAX. OVERALL WIDTH ZZ 3 N z o W W W LU U_ ix J U_ J J W WUj O O E) O i Q b a PU Li W1TH SlIRF1 B.OLTS.; EXIENIUR \-qq 44 4.11" LJI-L- 2 42 TOP RAIL LATCH STILE 149" 39' T T- HINGE STILE BOTTOM RAIL EXTERIOR INTEI 5' GLASS BITE 23 EXTERIOR 25/ 7> INTERIOR 25 SG >= 0.42) e frame screws) is SEE NOTE 1 J 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. Z6 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE Iff TEMPERED INTERIORGLASS 25 22 25 v G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/a, TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 ID 11 t 14 50 14 D• 11 INTERIOR 4 INTERIOR sEE NOTE 1 M o f / o v o 4 lul0 3 EXTERIOR 1 4 EXTERIOR ° 4 2 a 5 50 20 4 4 ° 0.15" 4 ° J oD I-- C'SINK 17 0 W55 20C A IIONTAL CROSS SECTION6 HORIZONTAL CROSS SECTION Wring shown - inswing 5 4 34 Shown w/1 X sub -buck approved6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2'PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 1s' 0.15, 20 14 11 20 0.15' 0.15' 20 INK C'SINK -- { C'SINK C'SINK P.) (nP,) I M SEE NOTE 1 (TYP) (TYP ) 8 M 8 8 r 7 50 7 7 40INTERIOR EXTERIOR ( 40) 0 1 EXTERIOR In M ) (50 12 SEE NOTI U INTERIOR Co Ufi 60 61 SS SECTION inswing INTERIOR l z W EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltration requirements m w INTERIOR e do •e o EXTERIOR INTERIOR I e n w M CS SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ling shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A o n 0 Shown w/1 X sub -buck 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e, INTERIOR EXTERIOR ANCHORING 111171 STRIKE JAMB MASONRY OPENING FRAME 2X BUCK II I I III SEE DETAIL 1 IIII L TYP. HEAD & JAMBS M TYP. F TYP. SILL I SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 28 0IOUTSWING 4AX. ON CENTER" must be adjusted to INSWINGutarjoints, odditionot concrete anchors N CENTER" dimension are not exceeded. MIN:: CLEARANCE.-. MIN-::, CLEARANCE. TO MASONRY.; ::: :::TO -ADJACENT M OUTSWING JT: ::.:.. ......... ...........: ...:...: :.. .. o EDGE.::•::::':•::: •.'..:::ANCHOR::::..:• INSWING 21' 4„ n27 1n I 4n DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) U O W) N HINGE JAMB I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 n mourc n 60M ENINi FRAM 1X I FRAME ANCHORING Masonry I buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN`CLEARANCE-::::MIN::CLEARANCE JO MASONRY-'.:-* '--TO-,A`DJACENLF: :::...... ....:.....:. :.:..:..:....:..... 61NSWING M OUTSWING 27 0 L INSWING LATCH & DEADBOLT DETAIL C4 67 o0 63 HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) Attac strike as sh. rr vvv L'f 1 /'f tlV 11:AL.Lr I )r r%%—Ll% 31 CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 1 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.I S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i1 66 3/1 G' X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4' PFH ITW CONCRETE SCREW STEEL N O I 2.17' --{ el-IOUTSWING SIDELITE Spacer 2.14" 1.69" --1 c 3 BUMP FACE THRESHOL[ 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Cenificate of Authonaation No. 9813 Product Sub Category Manufacturer Product Name Category 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. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 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) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ec®S fa r 9pLyndon F. Schmidt, P.E. 4. Quality Assurance• •-. d• oo,o Certificate of Participation issued by National Accreditation and v, :•,G ty'./:'•. ass Management Institute, certifying that Therma Tru Corporation is s manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. g S i rt nE :t _+ Z Lyndon F. Schmidt, P.E. 0 • + FL PE No. 43409 l`,•_•` y6' 10/16/2017 Sheet 1 of 1 VVVKJ 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS notesgeneral ,9n pressures is 00ZZ Z o 1- LU LU W W c J 6L J JJ W W O o p b a a DESIGN PRESSURE' PS O:........... ........ ...:...:.::..-......: •., •: •.:.:............ 1.....THOU . SURFACE, SWING :::::.:::... .......FRAME..:::..; ;; ':; ;:.• .::. '::; :.:, .:.. •::..:. •..:..:.::.::......... s :` •::• . BOLTS;..::`;:.:.;::`:.:;•B.OLTS'.. DIMEN.. •. . w/Tl\//`.... trl ATI\/C .. D/'.l`IT\ G..... .... nip .•:.:: c•:: :•:: :•:::• ::•:::;:; ..:: ..; .. •. .. .. ..'::::::. :: ':: ......, .. ;.. ..:: .":.. ..::.:: .. EXTERIOR 40 44 EXTERIOR 4.11" co 2 1.49" X A OAK (SG >= 0.67) 5, CSINK TYP.) INTERIOR EXTERIOR 4 A 4 A 4 INTERIOR EXTERIOR O V Q A _ O a v v o v o e L INTERIOR 4-"'\ VERTICAL CROSS SECTION JInswing configuration see general notes, sheet 1 for "HVHI" Water infiltration requirements O Q p OQ p V n C64 INTFRIC)R EXTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR INTERIOR 7 8 O , MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN. C:IEARANCE:..::MIN.::CIEARANCE: TO:MASONRY::.::::: TO:ADJACENT:::.. r:: ANCHOR':;:...::: IA" 1 2" 1 4" SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY 0 d FAILTYP. 17 I SILL FRAME ANCHORING son72X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMB. e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. 114.:LEARANCE'J.*Ml :'C.LEA.RANCE, iA1.. ...... .. ....... . TO'-MASONRY::-.*1.1.`. ZbMNT--`1 7-: EDGE. -:ANCHOR` 1/4n 2n Ne to SEE DETAIL MASONRY TYP, HEAD OPENING Ot JAMBS ASTRAGAL SHOWN FOR REFERENCE FRAME ONLY I fn Li C4 d 2X BUCK F SEE DETAIL TYP. SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) DETAIL I Attach astrogol/surfoce bolt strike plates to frome as shown (Inswing) 64 14- 49- 7 Z HINGE JAMB 10 HINGE DL zo SEE DETAIL IEAD MBS ASTRAGAL SHOWN FOR REFERENCE FE ONLY 0 rAlL —\ ry P. — UZI I I SILL FRAME ANCHORING sonny I X buck construction or DIP <= 48 PSF ASTRAGAL STRIKE JAMB je comers may be adjusted to mointoin the min. d os'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension ore not exceeded. MIN ...:CLEARANCE":*-* .MIN-.`CfEARA . NCE To--MASONRY.--::.'.,*-'.-"..'-.TO:ADJACENT...-'-': EoMENTJ, EDGE.'-:---' ":-:.::-'-:.-ANCHOR:-:'.*-""-' 1/4 n ' 2" Y' MASONRYTYP. HEAD OPEN INGG 7 & JAMBS FRAME SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY Li oi (j I X BUCK F SEE DETAIL TYP. SILL FRAME ANCHORING Masonry I X buck construction for DP , I IF and DP <= 6OPSF 2)f n2 63 ilj DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 4 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 3S zz: I , M Ei LnC4 j HINGE JAMB 95.25' 8" 18.38" 20.63' 18.5' 14.39' 13) TYP. TYP. 3.25' SEE NOTE 1 0.06" °$ V 0.13, ASTRAGAL DETAIL Qj- TYP. 13 3.25' 7' 0.75' TWPnW AT THE V)P ANTI rrvvu WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.1 S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM FEATHER -STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL 20FILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25" THK. STEEL STEEL 4LE END X 1-3/4' L. STEEL STEEL 4.00 2.36' --i 7 8819yp HEAD & SIDEJamb L Ti- 4.63' 0 OALML E 5.75' lLo y 33 SELF ADJUSTING SADDLE 1HREHOLD r L 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Pltonc 813.659.9197 Florida Board or Professional Engineers Certificate orAuthoritaation 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. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929.96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,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. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) QttnibS6930t, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by co i11;J 6`, 9c i't s Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ec° '.•'G V i`: u ; °,.P-yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance it ; fro 4 i409 Certificate of Participation issued by National Accreditation and Managemen .. Institute, certifying that Therma Tru Corporation is manufacturing products 'O : ' u i A; i t_ OF : i /o Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and rtJ a FL PE No. 43409 Guide 53. i.c• ct ; '•`C e 10/16/2017 Sheet 1 of 1 e `u , t' R i f? %"' VVI v sic-Craft SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" 612Zz id is in compliance with the 6th Edition (2017) Florida Building Code z o ing the High Velocity Hurricane Zone (HVHZ). id spaced as shown on details. Anchor embedment to base material LU LU t is required to be protected with an impact resistant covering that " U_ J J 3C. Q W WW HVHT' requiring wind bome debris protection this product is required to O mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. a i b choring of these units shall be the some as that shown for 2x buck a ,, A details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHZ". 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes Glazing detail s 105S MAX. OVERALL FRAME WIDTH II I LI ICI I I F-1 L I I tA I MUK 44 4.11 1.49' T to Al I ru— T23as roP Ran eiAiarn 1.49" f .NY V 0.67) EXTERIOR INTEF d ifins: mil: n munm RAU 11-1 5" GLASS BITE 23 EXTERIOR ( 25) //__. 1 INTERIOR, 25 3G >= 0.42) frame screws) is 4- Z C" SEE NOTE I 24 29 8 GLAZING DETAIL 5 insulated glass w/ smc lite frame 5'GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 25 v GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. SIX, TEMPERED GLASS AIR SPACE 1/81, TEMPERED GLASS EXTERIOR SEE NOTE I 14 0.15, CSINK TYP.) INTERIOR EXTERIOR ICI NO I I- II RIZONTAL CROSS SECTION swing shown - inswing — r— approved 5 4 3 6 6 6 rb ad Iical 31 ", INTERIOR EXTERIOR J INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15, CSINK TYP.) 8 EXTERIOR 40 20 INTERIOR 10 I 12 C a o " 9 .• . e a a o Q 0 19 u: ps INTERIOR U -- Wfi60 61 SS SECTION inswing see general notes, sheet 1 for "HVHT' Water infiltration requirements VERTICAL CROSS SECTION M U) I$ — oV SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved EXTERIOR 50 toZ— a d o n o. s o o e a. n d o zD EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J 0 D p' a e o. ' o n o e ' zo A C u 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR r" VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru Sill at 4" in from ea( INTERIOR EXTERIOR Oro //,;, 41104 ISVI SEE NOTE I 25 E o D o o o n n o s ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING. a! comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additionol concrete anchors 4AX. ON CENTER" dimension are not exceeded. CLEARANCE DME 1. 1.,--': ... .. EDGE ANCHOR:.: . 1/4' 2" 4" 1/4!' lot Ne 0- 0 MASONR' OPENING FRAME -/ 2X BUCK ASTRAGAL STRIKE JAMS DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 6 3) (6 5J,6 6, SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction 63 UL 64 I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL En C4 L6 A HINGE JAMB SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL J1111 FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. C. 'MIN.:-CCLEARANCEMIN.:'-.LEARAN. E- 10'MASONRY. --..-.TP.A.DJ.A.CENV--: ANCHOR.... 10, T!-Pr Is HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL 4NV dO13Hl ld MOSH1„ SL'0 N 1IV1341V9VWV I l'0 ---j N c ,90'0 n I I t 31ON 33S sz•£ ,sz•£ t- 1 ® ® ® GL 1 7 L)'d kI 'dAI(EL 9'0Z -I - „8£'8l - I • „88'S SL'S6 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 X INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW Q.I S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 80' L. X .25' THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1/4' PFH ITW CONCRETE SCREW STEEL 2 WOOD 1 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL i N En 04 2.17' 16 OUTSWING SIDELITE Spacer Fl 2.14" 69" --1 Ci 2.20" — 4.6T 3 BUMP FACE THRESHOLD LOW P 2.15' --{ 1 /212.018 Florida Building Code Online 1 47, i• f. LiI:J Vl1U7CJt J l•..1 0 0 ; ' 0 0 ,- SCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff i BCIS Site Map Links Sear. Wda dopr Product Approval USER: Public User may UM Product Approval Menu > Product or AoDlication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.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 510807D.Ddf 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW, REINFORCED — - - ---- — — fD -- Limits of Use' Installation Instructions, 0 Approved for use in HVHZ: NoiFLI 332 R4 II 08-00498E.Ddb lApproved for use outside _H_V_ _H_Z_ Yes Verified By: Luis Roberto Lomas 625141_, 0 Impact Resistant: No' Created by Independent Third Party: Yes Design Pressure: N/A_ Evaluation Reports' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PR _N ES_S_URE; TI-15332 R4 AE 510805D.odf) _ Y RATINGS Created_by Independent Third Party: Yes 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C-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 REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96_x96 f UseirRATINGS_' Instructions ed for use in HVHZ:No, Installation FL15332 R4 II 08-02249C.Ddf. 0 ed for use outsideHVHZ: Yes,' Resistant: No` Verified By: Luis Roberto Lomas 62514.- t Created by Independent Third Party: Yes Pressure: N/A Evaluation Reports_ REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE' FL15332 R4 AE___-__ S 'Created by Independent Third Party__Yes; 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 5332.8' (,-SERIES 430/440 ALUMINUM_SGD, Installation Instructions FLIS332 R4 II 08-02250C.Ddf 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 FLIS332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf SERIES 430/440 ALUMINUM SGD XXX 143x80" NO - REINFORCED — — -- - -- - - - - a nits of Use, Installation Instructions O 1 /5/2Q18 Approved for use in HVHZ: No FL15332 R4 H 08-00502E.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 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I 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.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 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: Credit Card Safe hffps://floridabuilding.org/pr/pr_app_dtl.aspx?param--wGE VXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 Ixv otscavlaN as .vollom A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTtKC 10/29/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/20/17 1 R.LTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE i X 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. WINO LOAD DURATION FACTOR Cdv1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM. 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/W OR GREATER =uRS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). SIGNED: 0620/2017 0. METAL STRUCTURE: STEEL ISGA. 33KSI OR ALUMINUM 6063-TV .048' THICK MINIMUM MI WINDOWS AND DOORS LLC15. APPROVED CONFIGURATIONS: OX. XO• XX. XP, PX. XIP. PIX. 011111TT/A//i 650 GRATZ.MPAK17030REETs+ SERIES 420 SGO 96" X 80" NON—REINFORCEDNOTES11-:04.TAVORO F TABLE OF CONTENTS pR VN; owc NO. ftv ZOR%OP• SHEET N0. DESCRIPTION 08 E ri%NAIL NOTES s NTS as 02/23/09 S c198 Of 10 it0`G``\ 2 - 3 ELEVATIONS 24rWOOOMWROLE va MCz7oa Luis R. Lomas P.E. 4 - 10 INSTALLATION DETAILS ar•oeeosos abrtusQabnwpr mm fl No.: 62514 I FI HE 6- MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 17' rIO.C. MAx I 6' MAX 17' MAX O.C. t0- I O X LAC AGE IGHT 6 MAC 1 SERIES 420 SGD EXTERIOR VIEW OESIGNPRESSURERATING IMPACTRATiNG 40.OPSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE.48 #Zx7r 2 MAXIMUM D.LO.: 44 W x 74 Sr 6" MAX HARDWARE SCHEDULE NAROLE SET (PART #99-04-145) LOCATED 38 34- ON CENTER FROM PANEL BOTTOM EM ROLLERS (PART o99.17.195) AT EACN ENO OF PANEL BOTTOM RAILS dtsompnon ADDEO CKARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART/1 WHERE WATER INFRIRA TIOnf RESISTANCE IS REOU/RED. SEE NOTE 9 SHEET. I Design pressure Chart (psQ Franc SkVle Papal and Total Frame WIOth (in) DN 30. 0 1 36.0 420 4&0 60. 001 7200 DO 9&00 Pas I Nag I Pos I Nog Pos Nog Pos Nog 80. 0 40.0 1 55.1 40.0 1 482 40.0 43.4 40.0 40.0 CHART 12 WHERE wATER rNRL I RA770N RESISTANCE 1S NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frew Se1gb Panel and Tote) Frame Width (in) . Haight b) 30. 0 1 36.0 1420 48.0 60. 00 7200 8400 9G00 Pas NOV I Pas I Nog I Pas I Hog I pas I Nag 80. 0 55.1 55.1 482 482 43.4 43a 40.0 40.0 CHART A9 Humber or anchor I*" Uons repulrad Frame Slllgb Panel and Total Fnure Width (in) Hagk 300 3&0 420 480 In) 60.0 72.0 4.0 9Q 0 H65 I Jamb I H&S I Jamb I H&S I Jamb I H65 I Jamb 80. 0 s 1 5 1 5 5 1 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED ELEVATION F. A. 08-00498 sr NTS 0`E 02/23/09 —2 OF 10 L R08FArO LOMAS P.E. I41d wOOOFOAO AD LEW16v/LLE, NL: v-w3 4ylaBe. a8p9 aom*im'a1u+ow.com OATC APPRM 03/ 05/12 R.L 10/ 29/13 R.L. 12/ 06/13 ILL. 07/ 30/15 R.L. 06/ 20/17 R.L. SIGNED: MOM 17 O TAT• &Z oF' 0R10P • ' i/ V/,0,ONAiREaC'``` Luis R. Lomas P.E. FL No.: 62514 e u FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART ®a FOR NUMBER OF LOCATIONS REOUIREO 17' 6 MAX j— , { O.C. r . ( 6• 1." 6' MAX MAX O.C. O X VILE GMT 6' MAX CHARTow Nambar o/abcbor tou0onaro0olrad Frame an0 Tmd L!n W45 (Aal 01961 30. 0 3a0 420 4(0 ro) Sao m4s I Jamb no I Has JamO 04. 0 I H&S I Jamb I 060 H" I Jamb Sao 1 s 1 3 5 6 I s 1 e 1 S 1 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RA_ IMPACT RATING SEE CHART B4 FOR NUMBER OF 140. 0PSF NONE LOCATIONS REQUIRED SEE CHARTS 01 ANO r2 SHEET 2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Vr x 7r 2. MAXIMUM 0 LO.: 44 W x 74 S r HARDWARE SCHEDULE 1) FLAT MOUNTED WHOLE SET (PART099-04.145) LOCATED 38: 1) METALLIC TANDEM ROLLER$ (PART OW17.195) AT EACH ENO eacaPTae are MAROVEO A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INVA LATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FIN ELEVATION F. A. 08-00498 scut NTS wre 02/23/09 . 3 OF 10 PANEL BOTTOM L ROWRTO LOWS P.E. 143? WOO DFORD RO LEWISVILLE. NG 27023 ILS43+66ed609 rlbmapr.aom SIGNED: 0612012017 GEN. 9 9s, 0 61* O ATOF iu iLt`• ORIOQ' ORAL 1ENN Luis R. Lomas P.E. FL No.: 62514 1MIN. EDGEE D DISTANCEatv otsc lgn DATE APPMVED ADDED CINRTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. W000 FRAMING 1 3/8' MIN. EMBIMENT C ADDED FIANCE AND FIN INSTAL 12/06/13 R.L. OR 2X BUCK OTHERS 0 REVISED INSTALLATION DETAILS 07/30/t5 R.L. 1/ 4• E REVISED INSTALLATION DETAILS 06/20/17 RL MAX. SHIM 10 WOOD SPACE 1 3/8• MIN. 1/4' MAX. SCREW EMBEDMENT F SHIM SPACE I INTERIOR EDGE2DISTANCE EXTERIOR II II II II INTERIOR y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FVVISNES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 6E DESIGNEO W ACCORDANCE WITH ASTM E2112 E SET IN APPROVED SEALANT 10 WOOD SCREW MIN. WENT MIN. STANCE WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2x BUCK INSTALL4TOV SIGNED: 0"0*017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET'.. GRATZ. PA 17030 R111L o.fj i SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS o,,x y • TArOF'' i F 1OR10* • ?: iss/ONAI I/IIIII111 L` Luis R. Lomas P.E. GRAW. F. A. owc wo. 08-00498 AEV E sous NTS °` 02/23/09 '4 OF 10 L ROBERTO LONKS P.f 14- WOOORMRDLEWISYdLF- NC=R1?3 436-su- 0679 ,ca 1FL 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 SMS OR DRILLING N 2 ILL TO BE SET IN I BED OF IPPROVED SEALANT 1 / . MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITYY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mll EDGE DIST0 I 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV OESCRPI1oN DATE I *PROND A ADDED CHARTS 03/05/12 R.E. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAIL9 07/30/15 R.L. E REWSEO INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00498 E sc" NTS 02/23/09 s"W5 OF 10 L ROBERTO LOUWS P.E. IAn W000FOR0 RO LEIVISVILLE. NC 2.= 434-666.O&9 fawnASv*b.&wv.Nmn SIGNED. 0612012017 S R! 0 51 ••*= A. E OF Fs . OR1C"; G` NA / Jill``\ Luis R. Lomas P.E. FL No.: 62514 ALV140N5 1 1/2' MIN 1' MIN. Rev DESCRIPTION DAME APPROVED SEPARATION EDGE DISTANCE A ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTLNC 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1/4' MIN. 0 RENSEO WSTALLAMON DETAILS 07/30/15 R.L. EMBEDMENT CONCRETE ° °• .' °; ' • 1 1/4' MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L MASONRY BY 1/4 MAX. OTHERS _ SHIM -SPACE OPTIONAL T— • 1/4' MAX. 1X BUCK rTOBE1- v SHIM SPACE PROPERLY MIN. . '' INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 a3/16' TAPCON MIN EXTERIOR INTERIOR SEPARATION R SILL TO BE SET IN :a A BED OF APPROVED SEALANT 3/16' TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ NOPTIONAL tz eucK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEAMSONRYINSTALLAnON BY OTHERS SECURED SEE NOTE 3 SHEET t T MOTES: a. 1 1/4' MIN. 1. INTERIOR AND EXTERIOR RNLSHES.BYOTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. d' . • Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM Ell 12 SIGNED: 06/2WO17 z 7/e' MIN 1' MIN, MI WINDOWS AND DOORS LLC J \S t111IIl/IISEPARATIONEDGEDISTANCE 650 WEST MARKET STREET y `,C ETZVERTICALCROSSSECTION . sF90 CONCRETEIWSONRY INSTALLATION SERIES 420 SGO I:; 4TAVPr_;Qr= 096- X 80' NON—REINFORCEDFRAMEINSTALLATIONDETAILSp , owaN: orc roo. R(V ii c1`S: 1OR10P G? F.A. o,>c 08-00 98 E WALK NTS 02/23/09 6 OF 10 L ROBERTO LO"$ P.E.' AM w000JlW Luis R. LOmes P.E. 90L FL No.: 6251A WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X IXACK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOA FINISHES. BY OTHERS. NOT SHOWN FORCLARITI: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 t/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 10 WOOD SCREW INTERIOR 1 3/8' MIN. EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE 10 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN. wvc JISTANCE Mt.NSIONs oESCRmf10N DATE APoaovto ADDED GMRTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 P.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL W000 FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80` NON —REINFORCED FLANGE INSTALLATION DETAILS QRAW k OrF 110. F.A. . 08-00498 sly NTS -- 02/23/09 —7 of 1 L ROBERTO LQVAS P.E. 14= VV0"OR0 RO LEWISVVAE NC Y7= 434-60 OW dwnlsswbm woom SIGNED: 06t"O17 p T0 51 E OF ; Zz s/IfNA11OG?' IllI Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4 MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO SE SET IN k BED OF IPPROVEO SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTU E2112 L 1/2- MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS cticasrca R&IsadS oaawntoR MTE APPROVIM ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FlN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ• PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS R oWc R0. F.A. 08-00498 M"s NTS O'E 02/23/09 1-8 OF 10 L R06£RTO LowkS P.E. NX 0000FOR0 RO LEWISVUE NC27= 43&688,MW Awn&s&jwnavvcam SIGNED: 0620,2017 G E NS •7U+ SE OF • a i O i FS` L ORIOP • ? TOMA 11F C• Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 4 1 1 /4' MIN. i• • 14. EMBEDMENT 1 1 /4' MAX, SHIM SPACE 7 EXTERIOR 4. s' 2 7/8- MIN SEPARATION VERTICAL CROSS SECTION CONCRETE40L4ONRY INSTALLATION 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EOCE DISTANCE . I 3' MIN SEPARATION ; v ' • ' WAS" 00041,110N DATE PPROVW ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING I0/29/13 R.L. ADDEO FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4` MAX. FSHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONAYINSTALLATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 4 2 PERIMETER AND JOINT SEALANT BY OTHERS TO 8E 4, 1 1/4' MIN. OESIGNEDINACCOROANCEWITHASTME2112 EMBEDMENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1' MIN, GRATZ, PA 17030 EDGE DISTANCE SERIES 420 SGO 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS I71tAM0/: oMt Na F.A. 08-00498 W4LE NTS I D'x 02/23/09 ISKW9 OF 10 L. RMRroL0MASP.E. 14v WOODFORD RD LEMSVXLE NC 27M 4jw4w-od 9 Xwnuv&bmap " SIGNED: 06t=2017 S 1 111 I` 0'jfJy e OF • a= ic OR10P• Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS g8 WOOD SCREW 1 1/4' MIN. EMBEDMENT J r1/ 4 MAX SHIM SPACE INTERIOR APPROVED SEALANT — BEHIND FIN EXTERIOR 7/16' MIN EDGE DISTANCE JA 48 INSTALLATION DETAIL WOOD FRAWNGOR2XBUCKINSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. IS EMBEDMENT WOOD FRAMING SCCREWREW BY OTHERS INTERIOR 1/4' MAX HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. EDGE DISTANCE RLNSgnS otscmvna+ MTE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND nN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP SHIM SPACE 010 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOW FRAMING OR 2X BUCK INS TALLATOV FOR SILL INSTALIAT70N SEE SHEETS i9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTSY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN, INTERIOR EMBEDMENT NOOK STRIP \ — T I I SCREW O PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X 8UCXV OOO FRAMING a ' ' 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/ 16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE SIGNED: 0612012017 MI WINDOWSDOORSLLC 650MARKET STREET GRATZ, PA 17030 J••\,C'EN`p e'9'1'i iT- SERIES420SGID9N X NON —REINFORCED o4`TATOF-',Qk--- OKFINANOHOOKINSTALLATIONDETAILSp — cF•' c 0R%'D 11Rti7cOaCnaav08_ se0a0LT90 E ONA11 V` stA1tNTSa1E02/23/09 OF 10 Luis R. Lomos P.E. FL LAMRTOLOmAtSP. E. µ7Z NOOOFORO ROLEWKVUE. NC-•70SI 4 6-M. " Romss@ftww t.=m No.: 62514 NOTES: I. 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 Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REWIRED 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. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I REV I ocseftn i I o.TE I APPRO10 1 A ADDEO RANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVMEO INSTALLATION DETAILS 08/03/15 ILL C REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0642112017 MI WINDOWST DOORS LLC R I ILI 650W MARKET KETSTREET GRATZ. PA 17030 r \G E NS •4s i 0 6 x SERIES420SGOREINFORCEDWITHOUTADAPTER96" X 96' NOTES 7 E OF i' ott`••.OR10Q:• RAW" wac "° Iav 08-' 9 C SsAOiilAlit"G``\ sciuiNTS °Ax I O/30/t 3 OF 10 LYIs R. Lomas P.E. fl No.: 62514 L8OAEATpi0A1ASP. E. fMV-` G00F0AOROLE%75VIrL NC-,7= 4294 09 /tla fbnvsps aam 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 17' MAX I O.C. 6' MAX 5' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RA71NG 135.0PSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES: I. 'MAXIMUM PANEL SIZE: 48 IQ' x W Z MAXIMUM D.LO.: 44 S8' x 90 S,,8• I FLAT MOUNTED HANDLE SET (99-04-145) AT 36 3I4.ON CENTER FROM PANEL BOTTOM I METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS UNNUM6063•TO REINFORCEMENT (666) AT ALL PANEL INTERLOCKS CHART i1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. C 1-. -. Design pressuro Chat (psQ R0n0 br" POMI and Teal Reno W dth (In) HOW 30.0 30.0 420 4a,0 ti) 60.00 7zoo aaoo 94o0 Pos NOg Pos Hp Pos Nop Pas Nop 84.0 40.0 S&4 40.0 W.9 40.0 45.7 40 0 420 S&O 40.0 55.2 40.0 a8.0 40.0 43.0 19.4 394 920 40.0 SZ4 40.0 45A 40.0 40.6 37.1 37.1 0&0 40.0 49.6 40.0 a3.t 38A 38.d 35.0 35.0 CNART a WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SNEET t Design pressure Chart (pso Ran1e WGIO Pang and TOW FramO WRF(n) I ga 300 310 4L0 h 7. 20ouoo 94r8.o0o000 to Moo Pot Nov Po!- Nag Pas Nap a4.0) SBt 5&4 50.9 09 457 45.7 42.0 42.0 d 0 AWO-- 43.0W-0 39.a39 a 920 52A SZ4 aSA 454 40.6 O06 37.1 1 37.1 9d.0 49A 49.8 43.1 43.1 30.4 38A 35.0 35.0 cmARr r! NumDK o/ ondhw Iototlonsrpvlrod F,mro Srao PW101 and TOW Franc VVkM 1t1 Holow 7Q0 36. 0 42o 4a.o 720 84.0 9&0 Nay I Jamb r His JamO Has Jimb Hd:S Jamb 8s.0 4 6 5 6 6 6 8 6 8R0 4 6 S 6 8 6 6 6 ago a 6 5 6 6 6 0 6 0 4 6 5 6 6 6 6 6 REVISIONS OCSCWPNOM WE APPROVED ADDED FLANCE AND FIN INSTALLATION 12/10/13 FILL REVISED INSTALLATION DETAILS 06/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L MI- WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" ELEVATION V•L 1 08-02249 504, NTS Ife 10/30/13 -Lr2 OF 10 L AMATO LowAs P.E. 1432 W000FDRD AD LEWLSWLLE. NC 27027 474649.0a09 'eomapul nusp, cam SIGNED: 0&21/ 2017 IL/0, 0 $ 6 •tr= OR10h Luis R. Lomas P.E. FL No.: 62514 c W f'R HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART j4 FOR NUMBER OF LOCATIONS REQUIRED MAX6' MAX 17 r O.'C. 6' MAX 6' MAX 17• MAX O.C. 6' I — AX ME GHT 6' MAX I 2) ANCHORS PER LOCATION SERIES 42O SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.0PSF NONE SEE CHARTS II AND 82 SHEET 2 FOR OTHER UNITS RATINGS IA I(1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS REINFORCEMENT (0") AT ALL FMV I ocscRpnop 04c APvabvm A ADDED FIANCE 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 1&* x 95• 2. MAXIMUM D.LO.: 44 5/8• x 90 5'8 CHART a4 Numbor o/oncAw fotatlon>: r4oulrod Ffano SNIC Panol and TOW UTA W41b (in) Hai9H 30.0 J6.0 420 1 48.0 in) 60.0 720 0 1 mo H&S Jamb H&S Jamb H&S I Jamb I HLS I Jamb 84.0 4 6 5 6 6 6 6 6 0668 6 8 6r92-0 a 6 5 6 6 6 6 6 0 4 6 5 6 6 6 16 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION bwwf: owc fa R L. 08-02249 LE NTS I OA'c 10/30/13 p'W3 OF 10 L ROSERT04OAMS P.E. 14X WOODFORD RO LEMSVXLE. NC 27029 4X404M 4wu2gHartusp"" SIGNED: 0&21/2017 VVV11111ifill, G M-TAft OF w i42,t` ':zOR101: •?: SjS•4NA11EaG` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN, OR 2X BUCK EMBEQMENT BY OTHERS 1 1/4' MAX. SHIM 810 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N. cure v1zoTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR —0 EXTERIOR FINISHES. BY OTHERS. NOT SNOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E27I2 oescmpnohl a1E .soNtorID ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVSED INSTALLATION DETAILS 06/21/17 1 R.I 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACEIF INTERIOR 1/2" MIN. EDGE DISTANCE13 110 w000 SCREW PiTE W000 FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS MOD FAAMWG0R2X8UCKINSTALL4T0V s. SIGNED: W2112017 MI WINDOWS AND DOORS LLC 1LL111Ir1,, 650 WEST MARKET STREET GRATZ. PA 17030 5 fL LD ii v .(EAr' 'f SERIES 620 SGO REINFORCED WITHOUT ADAPTER ir• o FRAME INSTALLATION DETAILS 13 • TAT OF oc orc Rev ii FS=ZORIC; G? 08-02249 C S11INA`iS?` saut NTS °"' 10/30/13 5N°tT4 OF 10 I RR0LEKl vzLLE. LfwISVILIE NC27027 Luis R. Lomas P.E. u+aesocas Yoma®xlan„y,.c,r FL No.: 6251 a METAL STRUCTURE BY OTHERS 1 /2' MIN. j EDGE DISTANCE 1 /a' MAX. I 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 ORILUNC SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INT RIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTM E2112 T- 1/2' MIN, EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS r 1/a' MAX. SHIM SPACE I1LVL9aa OCSCIOP1gM GATE AOPAOvm ADOED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATiON "DETAIIS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC LL 1IIr/INi, 650 MARKETK1REET J. GRATZ.A030 c E IVs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' INSTALLATION DETAILS M-TAiOFFRAMEKum owc 08-02249 O Fss; 40RLOiNG\ 9e4LE NTS 104t 10/30/13 Islws OF 10 L. ROBERTO LOMAS P.F. 1atz1W00MROROLEw1SVXLEAC27M Lomas Luis R. as P.E. 43-8- 0009 iuynas®eiorruso. oom FL No.; 62514 1 1/2- MIN 1- MIN. SEPARATION EOGE DISTANCE a RN pE3CRIPIgM M1E .PPS A ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. B REVISED WSTALLATKW MAILS 08/03/13 R.L. C RENSED INSTALLATION OEUIIS 06/21/17 R.L. e " . 1 1/4- MIN, n ; a; . EMBEDMENT 1 1/4- MIN. CONCRETE/ EMBEDMENTMASONRYrl1 BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE T 1/4• MAX 1- rSHIM SPACE MIN. : ° INTERIOR PROPERLY EDGE SECURED DISTANCE . SEE NOTE 3 SHEET i 3/16' TAPCON I MIN 3 ° FillSEPARATION EXTERIOR INTERIOR a' - SILL TO BE SET IN A BED OF o APPROVED SEALANT 3/16- TAPCON EXTERIOR 3/16- TAPCON CONCRETE/MASONRY BY OTHERS JAMS INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCf1ETEIIWISONRYlNSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 a --f NOTES: a. 1 1/4- MIN. 1. INTERIOR AND EXTERIOR F/NISHES,BYOTHERS, EMBEDMENTe•. • a NOT SHOWN FOR CLARITY. i Z PERIMETER AND.IOwTSEALANTBYOTHERS TOBE e.. • • , OESIGNEDINACCORDANCEWLTNASTME2112 SIGNED: 06r21tZOT7 L- 1e MIWINDOWSANDDOORSLLCI1ILIIIrI/,, 2 7/8- MIN I- MIN. SEPARATION EDGE DISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 J g R•. Lp// r .p E Ns VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER ic• CONCRETE/ MASONRYLNSTALLtTLON 96' X 96' o E FRAMEINSTALLATIONDETAILSp • TAT OF o: ortArN: owcNo. av %O t• A ORICT;• V. L. 08-02249 C ///iss pNAl E G• scutNTSo`rz 10/30/13 —6 OF 10 IL1110 LR08ER70LoaWP. E. 14V N'DOOFORO RO LEWISVXLE, NC Z70rZ7 Luis R. Lomos P.E. 43& a • m ImAuyl+apma p.com FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING z 1 3/8' MIN. OR 2X BUCK I EMBEDMENTBYOTHERS 1/4' MAX. SHIM SPACE 110 WOOD SCREWS EXTERIOR LLU LU INTERIOR f0 BE SET IN OF VEO SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. VENT GWL VIJINYVL 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 DESIGNEO IN ACCORDANCE WRH ASTM E2112 1 3/5' MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4' MAX. SHIM SPACE RLNSOOnS OESCIEVTION 6>E APPRm ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED UISTALLATION OETAILS 06/21/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOO FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 111 IIf1/I 650 WEST MARKET STREET GRATZ. PA 17030 5 R' 1.0 i OF- IV SERIES 420 SGO REINFORCED WITHOUT ADAPTER tk• 0,e 5clpasr = 96" X TIO FLANGEINSTALL,4TION DETAILS off/k5 E TAT0 • Of R oMc 0 v 0, FS' o 0R1* i, scut 08- 02249 C NTS °` z 10/30/13 7 OF 10 lONA11t:\\\` LRMPFOLOAULSPE. 14M WOODFORD RO LEW*VGLE, NC ZM•J Luis R. Lomas P.E. 4J.- 68S4 o9 Avnusekbm A w w. FL No.: 6251 A 1/2• MIN. EDGE j— DISTANCE METAL STRUCTURE BY OTHERS 10 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 E2112 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT IN 1/2' MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS rtriv ree REVL40NS 06ScRpnow INTE I 0movID ADDED rvNOE AND FIN INSTALLATXIN 12/10/13 R.L. REVISED INSTAUATM DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC a111111/1/ 650 GRAKSTREETTZ. PA17O f JS`GEtS SERIES 420 SGO REINFORCED WITHOUT ADAPTER F 0 96" X FLANGE INSTALLATIOTION DETAILS r 1 TATFar= PO4l1c ire Ao O . ii' otL'.-.<CR10 . • ? tNrA> t 08- 02249 C x is`r/OVAL E G`` NTS10/30/13 —8 OF 10 1111111110 1-41MRTOLOXOPE. lq2 w000A0R0 R0 LEW+SY4LE. NC 270a LYI3 R. Lomas P.E. 4Ju4"- q Abmaa trbnusp.mm FL No.: 62514 1 1'/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4 MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX, SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16' TAPCON EXTERIOR U Lf INTERIOR SILL TO BE IN A BED OF 3/16' TAPCON I ,I I I I APPROVED SSEALANT MASONRY/ CONCRETE BY OTHERS 1 1/4' MIN. 4. • EMBEDMENT 4 . . 2 7/B' MIN, 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRFTEQASONRY WSTALLATION 1 1/4' MIN. EMBEDMENT MIN. •' EDGE DISTANCE 3" MIN. SEPARATION ' o 3/ 16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 N[K90n' Fe' ot9cRO1ION WTE APPROVED A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OCIAI S 08/03/15 R.L. C REVISED INSTALLATION OVALS 06/21/17 R.L. I_ 1/4 MAX. SHIM SPACE INTERIOR X EXTERIOR JAMB INSTALLATION DETAIL CONCRET&mASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOT HERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH AS TM E2112 SIGNED: 0"112017 MI WINDOWS AND DOORS LLC ttttlilrr// 650 WEST GRATZ. MPAK170ET 30REET SERIES 420 SGD REINFORCED WITHOUT ADAPTER Z *: x 96' X TIOFLANGEINSTALLATION DETAILS 4— TAT OF 6 0, zz & -. GR1C1; oRAwlc V.L ow,c OS-02249 aLv C s/ONA1t\`` scA<t NTS °`TE 10/30/13 y'0ET9 Of 10 L> DROROLLCNVXLE, Ian wvooroRo I10 LE1NSmLE. NC Z7027 Luis R. Lomas P.E. 4u4s"w ,a p.,wM FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 1 r 1/4, MAX SHIM SPACE 7/16- MIN EDGE DISTANCE ticv>sata 1I I"n APPOOVED A ADDEO FLANGE AND FIN tNSTAAAT10N 12/10/13 R.L 8 REVISED tNSTAlATION DETAILS 08/03/15 R.L. C REVISED tNSTALAATION OETALS 06/21/17 R.L 1 5/8" MIN. EDGE GIST. TRIM a INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE rI BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE PROPERLY SECURED JAMB INSTALLATION DETAIL `" EXTERIOR W000 FRAMING OR 2K &CK INSTALLATION PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,rONCRETE APPROVED BEHINO FIN 1 1/4' MIN. 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2' MIN. Bs w000 EMBEDMENT DISTANCE EDGE DISTANCE SCREW w000 FRAMING TRIM BY OTHERS INTERIOR TRIM 1/4 MAX. t 3/8- MIN. INTERIOR SHIM SPACE EMBEDMENT 7/16' MIN C EDGE DISTANCE HOOK STRIP HOOK STRIP 10 SELF ORILUNG SCREW a / 10 WOOD SCREW EXTERIOR PANEL INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL STRUCTURE HOOK STRIP INSTALLATION ZX BUCK4V000 FRAMING SIGNED: 06121,2017 MI WINDOWS AND DOORS LLC R II III, 650 WEST MARKET STREET 5 O ii VERTICAL CROSS SECTION GRATZ. PA 17030 gip E u T, -f WOOSFRAMWG OR BUCK INSTALLATION SERIES A20 SGD REINFORCED WITHOUT ADAPTER r• 17r c•_+ LLATIFORSruWSTALIAT/ON SEE SHEETS 4.9. 96" X 96" NAILFIN 6c HOOK IMSTALLATION DETAILS 6EDTATOf NOTES: OItAYM:ttty1.WTERIORMDEXTERIOR FW!$NES,BYOTHERSa-02249PV. L. y ORIOPa2ERIMETERANDJOINTSEAGwTBYOTHERSTOBEC SlONAIL•G\?` WALLNTSD10/ 30/ 13 5'tO OF t0 OESIGNEDINACCORDANCE MHASTM E2112L1Dcpnus F.E. 1432N000FOROROLEWISvTLLE.AC27= Luls R. Lomas P.E. 43-US- M119 vrpaom FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIREO 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 a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE a10 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 110 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. Q. 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 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS. XIX. I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS agora ocscavnoa as ArPaovco A I ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 ' REVISED INSTAUATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 111Ir•1,A 650 GRATZ MPA70ARKET IJ?\ENS?j9s c• ,t= SERIES 430 SGD 1 a3' z 80' NON REINFORCED NOy 6 NOTES A TAT OF i F ORlO . • oanwlc owe w. alv 08—0 0802 E Ss ONAi1 G` LYIS R. Lomas P.E. FL sous arcNTS 02/23/09 1 OF 9 L.ROAERrOLOMASPE. Ia37w000FOttORDLEWMWLE.NC2MM 4u4so-o 09 rHaaa(0 bruto.mm No.: 6251a 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX -{ WMAX{-- { 6' MAX ID.C. I I 6' MAX L 17' MAX 80' O.C. MAX RAME T- 6' MAX . I X X SERIES 430 XIX SGD EXTERIOR VIEW OEStGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS VIAND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1?' x 79• 2. MAXIMUM O.L.O.: 44 374• x 74 J•8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET 0944•145) AT 38 314• FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.19S) AT EACH ENO OF PANEL BOTTOM RAILS I1M510N5 DCXMPTM ale APPRWm ADDED CNAIM 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDEO FIANCE INSTALLATIONS 12/06/13 R.L. REMISED INSTALLATION DETAILS 06/OS/15 R.L. RMED INSTALMTION DETAILS 06/22/17 R.L. CHART01 WHERE WATER INFXTRADON RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Frame Width (In) Haight in) 30.0 J6.0 42.0 47.7 90.00 108.00 126.00 14R00 Pas Nog Pais Nog I Pos I Nog I Pos Nog 80.0 40.0 1 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 40.0 CHARTx7 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height in) 30.0 90.00 J6 0 108.00 420 1 125.00 47.7 143.00 Pas 7 Nag Pos I Nog Pas I Nog Pas I Nog 80.0 549 1 54.9 48.0 1 46.0 43.2 1 432 40.0 1 40.0 CHART JO Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height i80.0d 30.0 J6:0 420 1 47.7 90.0 10&0 1260 143.0 H&S Jamb H&S Jamb HAS Jamb H&S Jamb 6 1 5 1 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" z 80" NON REINFORCED ELEVATION F.A. 1 08-00502 niuE NTS "Tc 02/23/09 -2 OF 9 L ROSERTO LOM" P.E. 1412 w000FOW PO LEWAVILLE. NC 27= 4yld014M 40MAX061muprom SIGNED: 062ZW 17 G,E6ir2Nsie'9`r TAT fi OFF a`''o<ORIO • : OMA `IE?V` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE r 1 3/8• MIN. 1/4- MAX. SHIM SPACE EXTERIOR II II 11 11 11 11 INTERIOR cv L vw.nm.c 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 W ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT 1 1/2• MIN. EDGE DISTANCE SET IN APPROVED 1/4• MAX. r SHIM SPACE REV4"S 00expTw" DATE A"AQVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETALS 06/22/17 RL INTERIOR r10WOODJLT AL- MIN. SCREW EXTERIOR AENT W000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR2XBUCK INSTALLATOY Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" z 80' NON REINFORCED FRAME INSTALLATION DETAILS ORAYM N0. F. A. ouC 08- 00502 scuE NTS 02/23/09 1 SKW 3 OF 9 L ROBERTO LOMA.S P.E. 14M WOOOFOR0 RO LEWISVILLE. NC 27= CU4554w d*ffQSd*ftMSvrwffl SIGNED: 0612WO17 N J S GENSF.•9s T OF OF•' o 0R10?'• ' Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. RrAsoNs LxsePoPM" MTE APPROYM METAL EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4' MAX. 0 REVISED PER NEw TESTLNG 10/15/13 R.L BY OTHERS SHIM SPACE C ADDED nAmGE INSTALLATIONS 12/06/13 R.L L REVISED IMNAATION DETAILS 08/05/15 R.L 1/4" MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L r SHIM SPACE41wrF, T—SCREW I 1 /2 MIN. SMS OR EDGE DISTANCE INTERIOR SEL RILUNGl 110 SMS OR SELF DRILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8YOTNEJM NOT SHOWN FOR CLARITY. 2. PEAIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 INTERIOR L TO BE SET IN 9ED OF APPROVED LLANT 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS twAnn: owc no. F.A. 08-00502 scat[ NTS — 02/23/09 1 —A OF-9 L. RWRTO LOWS P.B last w000AORD RO LEWISVILLE. Acc 21= 43 6604609 r6pms@&tDnnl rwm SIGNED: 0&2212017 S TATE OFfill111 G` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 111 BUCK TO Be PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16• TAPCON MASONRY/ CONCRETE' BY OTHERS 1 1/2• MIN. 1• MIN, SEPARATION EDGE DISTANCE 1 1/4• MIN. a EMBEDMENT 1/4• MAX. SHIM SPACE 3/16' TAPCON EXTERIOR INTERIOR JLYAKAIIVN - VERTICAL CROSS SECTION CONCRETE/M4SONRY INSTALLATION 1 1/4• MIN. EMBEDMENT MIN. EDGE •'v DISTANCE 3' r MIN. SEPARATION • . •. a ' 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1 • MIN. EDGE DISTANCE 1/4• MAX. r SHIM SPACE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLNSONS CESCRIPIIOM OAJE APPROVED ADDEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTAL(AT10N OETNLS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL CONCRETE#MASONRY INSTALLATION NOTES. 1. INTERCR 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: O6/22/2017 MI DOORLLC 1 111IL/o',//' 650OWESSMARKANDETETGRATZ. PA 17030 J\S GENS 9s SERIES 430 SGO 0 5/ : x 8S NON RN o:((A,; FRA143"ME FRAMEINSTALLATION DETAILS DETAILSpO. $TAT Of ,Au i'" ic.S;°<ORIOQ: owrxowcNO. REV 08 E S/OIIIAl11E?\`` qfNTS °'n 02/23/09 52 OF 9 LROBERIOLOWLSP. E. N, 7C WOOOMRO RD LEWLSVCLE, NC 27= Luis R. Lomas P,E. asFL 344m46o9NurnatgYMrruganmmNo.: 1 /2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11. 11 INTERIOR cvuc weal vL,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: Y. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT SY OTHERS TO BE DESIGNED NI ACCORDANCE WITH ASnW E2112 SET IN APPROVED MIN. ENT 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE T- 1/2" MIN, EDGE DISTANCE 1 /F 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR RrAPONS KLV oGSCRW110N OAIC APPRO%W A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADOED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/06/15 R.L. E REMSEO INSTALLATION OETAILS 06/22/17 R.L. INTERIOR a J D JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK MTALLAflOAF MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS upta t owC NO. F.A. 08-00502 srw NTS 02/23/09 — 6 OF 9 L R08ER10 LOMAS P.E. 14M VV00MOR0 RO LEWISVUE. NC 27= 4&6/bow dwnasowtMapoclam SIGNED: 0612212017 r• E IV' S TAT E OF ` djS,1ORA 10aG\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2' MIN. IEDGE DISTANCE r 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 ANO JOWT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WII NASTM E2112 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN XD OF APPROVED ANT MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX, r SHIM SPACE RCASIONS REV DESCRIPTION GTE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L D REVISEO INSTALLATION DETAILS 08/06/15 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 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORIWIC OWC N0. F.A. 08-00502 VALE NTS I G"c 02/23/09 19W7 OF 9 L ROBEATOLON6lS P.E. ' 14W w000FOR0 RO LEwISVRLE. AIC VOW 4V436-060 isDnLsokbmdSmeam SIGNED: 06/22/2017 v •pENS.'9s p TAT E OFi OF''c OR10P • jS1ORA 11E?G Luis R. Lomas P.E. FL No.: 62514 aa.soms 1 1/2• MIN. 1- MIN. , 0CSCwvnON DATE oCONCRETE/ SEPARATION EDGE DISTANCE MASONRY A ADDED CNARTS 03/06/12 R.L BY OTHERS 8 REVISED PER NEW TESTING 10/15/13 R.L. e " • '. : 1 1/4• MIN, 1/4' MAX, C ADDED FLANGE INSTALLATIONS 12 06 13 R.L4' . .. 1 1/4• MIN, EMBEDMENT SHIM SPACE / / 1 • ., EMBEDMENT 0 REVISED INSTALLATION DETAILS 08/0a/15 R.L. n• •' E REVLSEO INSTALLATION DETAILS 06/22/17 R.L 1 OPTIONAL MIN. 1X BUCK EDGE 'b TO BE PROPERLY DISTANCE . ` INTERIOR SECURED 1/4• MAX SEE NOTE 3 SHEET 1 SHIM SPACE •a •. 3/16• TAPCON MIN. aSEPARATION EXTERIOR INTERIOR a 3/16' TAPCON 3/16- TAPCON SILL TO BE SET IN a EXTERIOR A BED OF APPROVED SEALANT JAMB INSTALLATION DETAILI.LCONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETE#MSONRYINSTAATXNv MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 a ; 1 1/4• MIN. 1.INTERIOR AND EXTERIOR F1NISHES,BYOTHERS, EMBEDMENT NOT SHOMI FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE a • OESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: OW212017 2 7/8' MIN. 1• MIN. MI WINDOWS AND DOORS LLC 1111111I/I SEPARATION EDGE DISTANCE 650 WEST MARKET STREET\\S R' 0Af i VERTICAL CROSS SECTION GRATZ. PA 17030 v •GENS'F i COVCAETEWASONRYIHSTALLATION SERIES 430 SGD *•. 0 5 *= 143' z 80` NON REINFORCED —'` FLANGE INSTALLATION DETAILSTATE Op ` oaw>t 7wa Rev 08 r NTS "TE 02/23/09 1-8 OF E OF 9stas1o1111110?``` LROBEATOLOMLSP. E. Lulls R. Lomas P.E. 1, R9 IA32WOODFORDADtEWUMLE, NC27M FL No.: 62514 g _ _ 47r-dds-ow `ealaea 7ounvml.aem RLV6101S REV OESCPoPIION DATE APPROVED A ADDED CHARTS 03/06/12 RL B REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EDGE GIST. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/1 T R.L. TRIM d d 1 1/4- MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE METAL STRUCTURE 1/2 MIN. a PROPERLY SECURED BY OTHERS EDGE DISTANCE 3/ 16- TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP - INTERIOR TRIM HOOK STRIP 1/2' MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 010 WOOD SCREW EXTERIOR , -' PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKANOOD FRA ffNG SCREW DRILLING I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES.. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOKN FOR CLARITY. 2. PERIMETER AND JOINT SEALgNT BY OTHERS TO BE DESIGNEO IN ACCORDANCE KITH ASTTN E2112 SIGNED: OS/ WO17 MI WINDOWS AND DOORS LLC 0,IjkILIl,//// 650 WEST MARKET STREET GRATZ.PA170 ENS '9 i ir• SERIES430SOD143' x 80' NON REINFORCED NOOK INSTALLATION DETAILS p • TATFO ir zr NG`• J`` o RDA 08- 00502 OR10 ONAi1 SCALENTSo"t 9 02/23/09 OF 9 Luis R. Lomas P.E. L ROBERTO LO AS P.E. 1432 WOODFORD RO LE WISVILLE, NC.IMM 43& 6"-OW9 dbMwz6 Awuw„"M FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDXBUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT E. ENGINEER OF RECORD_OR 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR C0-1.6 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 5—MUM FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. RATIOOVERHANG - OVERHANG TMHEIGHT, 10. OR ANCHORINGINTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS ASSHOWNINELEVATIONSANDINSTALLATIONDETAILS, 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 LENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALL, LOCATE ANCHORSASSHOWNINELEVATIONSANDINSTALLATIONOETAILS. 13. ALLFASTENERSTOBECORROSIONRESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: 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. METALSTRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO, OESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION 110Te11 e ocv-ft- mI arc I AWROVIM ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTAyLATIONS 12/06/13 RL REVISED INSTALLATION DETAIL$ 08/05/15 R.L REVISED INSTALLATION DEIAILS 06/22/11 R.L SIGNED: 06122, 2017 MI WINDOWS AND DOORS LLC LL111IrArA 6SO WEST MARKET STREET GRATZ. PA 17030 SERIES 430/ 440 XIX SGOo 143" x 96" REINFORCED k.cm NOTES 7oO: NAM. owexo. E i pcss 1GR10 G': 08-00503oiLuis R. Lomos P.E. spa[ NTS °" c 02/23/09 slmrr 1 OF 9 L ROSERTOLOmAs P E. 04=0` 000F•OR0ROLEWISVXLF.AC27= 4.U< 406 6 aorus®abm praan FL No.: 62514 6' MAX - 6' MAX 1L 17' MAX O.C. 96' MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 6' MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS /1 AND $2 FOR OTHER UNITS RA77NGS NOTES: 1. MAXIMUM PANEL SIZE: 48 IQ' x 95' 2. MAXIIAUM O.LO.: 44 34' x 90 Sre HAROWARESCHEDULE MOUNTED HANDLE SET (99-04-143) AT 37 314.ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ILA 6003-T8 RE W FORCENFNT (666) AT ALL PANEL INTERLOCKS IM 6063-TS RE04FORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL ad OESCftFM l A ADDED CHARTS 8 REVISED PER NEw TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION OETAILS CHART II E REVISED INSTALLATION DETAILS WHERE WATER 1NFILT R4TION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (050 fr4n 111. Pvw and Total Franc WIG= (in) µ no I 36.0 420 1 47.7 moo 108A0 126.00 1 143.00 Pot I Nay F Nap Po t N4p Poi NOV 0 400 60A 40.0 57.9 40.0 52.0 40.0 40.0 00.0 40.0 60.0 40.0 54.6 400 48.9 40.0 45.0 PLO 40.0 59A 1 40.0 1 51.7 40.0 46.1 40.0 423 KO 40.0 56A 40.0 49.0 40.0 43.7 40.0 1" CHARTO2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design Pressure chart (Ali) Frdwe Sagal Px W and Tdty Frdma V/dm („) HWJN 30.0 3&0 42.0 Q.7 K00 f00.00 120.00 113.Op Pot Hop Pos I NOD Pot Nag Pot I Nab a4.0 60.0 600 57A 57.9 520 52.0 48.0 45.0 00.0 60.0 80.0 54,8 54.6 a0.9 46y 45.0 45.0 92.0 59.8 1 59.8 1 51.7 1 51.7 4CI 46.1 s23 a2.3 90.0 50.0 1 50.6 1 09.0 1 090 43,7 4" 40.0 a00 CHART 03 Numborefanchorlecatlontrapu/rad Frame snob P9Ml end Total Fraao VA= (e) b 30.0 1 3&0 42.0 47.7 no 10&0 20.0 1410 HaS Jame H&S lamb Has lamb HaS Jamb 0 0 6 T 0 6 6 9 6 no 7 8 7 0 0 6 9 8 920 7 6 7 8 0 8 9 6 KO 7 8 j 7 1 6 0 6 9 8 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED ELEVATIONS ortAwrc OK n0. F.A. 08-00503 5c' NTS we 02/23/09 5T2 OF 9 L ROBERTOLOaKSAE. 2 W00000RD RO LEWISVI LE NC 27023 434Q tI.Ow HwtvA06amao - 04TE APPROVED 03/06/12 R.L. 10/15/13 R.L 12/06/13 ILL 08/05/15 R.L 06/22/17 ILL SIGNED: 0612(2017 it • 05 .1t Q TATF_ OF 1s'ONA"` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM 010 WOOD . SPACE SCREW 110 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 II 11 II 11 INTERIOR v.D.ru L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATKNV NOTES: 1. INTERIOR AND EXTERIOR FWISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT L_ 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE AM gIeS ACV DESCFVWN GATE APP"— A ADDEO OMRTS 03/06/12 R.L. B REVISEO PER NEW TESTwG 10/15/13 R.L C ADDED FLANGE INSTALIATIONS 12/06/13 R.L 0 RENSED INSTALLATION OEfNLS 08/05/15 R.L E REVISED 11MALIATION OETAP S 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNEO: 06r=017 MI WINDOWS AND DOORS LLC R650WESTMARKETSTREETGRATZ. PA 17030 S to N0 6 x SERIES430/440 XIX SOD 143" x REINFORCED FRAME INSTALLATION LATIONDETAILS Z13 • TAT OF F• jO<QRIO. 1/ IpMA11\`` Lu13 R. Lomas P.E. olune F. A. oc No. 08- 00503 an E 104t NTS 0"'E 02/23/09 T3 OF 9 I. ROBERiO LCA14S P.E. I422 WOODFORD RO LEwISVULE. NC 2M27 4jw4 - ow A,,.m,, FL No.: 62514 1/2• MIN, EDGE DISTANCE METAL 1/4' MAX. STRUCTURE SHIM SPACE BY OTHERS r 010 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR TO BE SET IN IEO OF APPROVED LANT 50 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STAUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM EZI 12 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1. 1/4' MAX. I SHIM SPACE DESCR l M GTE APPROVED ADDEO CHARTS 03/06/12 R.L. rC REVISEDPER NEW TESTING 10/15/13 R.L. ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION OETA4S 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.4 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612WO17 MIOORS LLCI IL 650OWSS MARKET STREET S R 0//// i GRATZ. PA 17030 GENSF 9d,• 0TAi0:'d04F0`TQrz SERIES 450/440 XIX SOD 143' z 96' TAL REINFORCED INSTAWLTION DETAILS fyFRAME DPAra: owc 110. F.A. 08-00503 lUlS R. Lomas P.E. FL No.: 6251 t WAL NTS DAE 02/23/09 4 OF 9 L ROBERTO LOMAS P.E. 14M WOODFORD RD LEwuvruE NC VOM 4V-00 w rllwlassvabncA"c m CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. 1 1/4• MIN. c EMBEDMENT EMBEDMENT MIN. i EDGE DISTANCE AIM MAX. SHIM SPACE I 3/16'.TAPCON 3' SEPARATION EXTERIOR 2 7/8•• MIN. SEPARATION VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION INTERIOR 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MIN. EMBEDMENT 1' MIN. EDGE DISTANCE f00111mltafgq 1 /4' MAX, SHIM SPACEr INTERIOR EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS ALV o(ScRIP110N 01TE APPROVED A ADOEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESMC 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED MSTALIATION DETAILS 08/05/15 R.L E I REVISED INSTALLATION DETAILS 06/22/17 R.L J lfi--m JAMB INSTALLATION DETAIL CONCRETEWASONRYWSTALLATICIN NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER MID JOINT SEALM/T 6YOTrIERB TO BE DESIGNED INACCOROANCE WITH ASTM E2112 SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC 1IC1o'' 650 WEST MARKET STREET GRATZ. PA 17030 01 5 , .'. , • ,/ d i GEN$' P SERIES 430/440 XIX SGO 0firATAfe047143" X 96" REINFORCED FRAME INSTALLATION DETAILS 4 ii''a S;C<ORIO; onAwN: owc w. av 08 —0050 E 01ONAi, "E ``` sum NTS °"E 02/23/09 T53 Of 9 L RMRT0 LOL4S P.E. KV W000F•OW RD LEWISVILLE. NC 27on Lyi R. Lomas P.E. FL No.: 62514 ID FRAMING — a 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. TEDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATrON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT i- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 AXM. r SHIM SPACE arsaNs DESCRIPTION LATE APPR041) ADDED CHARTS 03/06/12 R.L. PC REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. 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 SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS Duft. owc No. F.A. 08-00503 scAtt NTS — 02/23/09 1--6 OF 9 L ROBERTO LOOMS P.E. I4.V LWOOFM RD LEWrSVXLE NC Z•027 4M485'w" dwn&Sv lvwpv 0. SIGNED: 0&22/201 7 D!/ i GENSFgJ+' 0 5 ••fr= p, TAT E OF Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. I EDGE DISTANCE I r-A I &MIUli nV I CP11V77 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALL477ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITNASTM E2112 1 /4* MAX. SHIM SPACE OR 1/12- LUNG MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO SE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS r1 / 4 MAX. SHIM SPACE RLvIsocs Ro" ocscmpIam arc APPROVTD A ADDED CHARTS 03/06/12 JR.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FUWCE 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 XIX SGD t43" x 96" REINFORCED FLANGE INSTALLATION DETAILS calm o c No. F.A. 08-00503 sc`E NTS °`h 02/23/09 —7 OF 9 L.RMATOLOWAS P.E. 04M NOOOFORO RO LEWISVXLE, AC 270y' aDd0609 mn SIGNED: 06aZ2017 R ` I 0 o 51 ••*= pTATE OF i Fs, • COR10r G? ONALLti` Luis R. Lomos P.E. FL No.: 62514 1 1/2• MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO 8E PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET 1 I.3/16' TAPCON EXTERIOR 3/16' TAPCON -\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4• MIN. 1/4• MAX• EMBEDMENT SHIM SPACE I" MIN. EDGE DISTANCE ° d 3• . • MIN. SEPARATION v 3/16• TAPCON SILL TO BE SET IN a A BED OF APPROvEDAlulSEALANT CONCRETE/MASONRY 8Y OTHERS 1 1/4- MIN. EMBEDMENT 2 7/8• MIN. 1• MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 avLvoNs oEscaP11011 WTE APP*M AOOED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L AOOED FIANCE INSTAUATIONS 12/06/13 R.L. REVISED INSTALLATION OETNLS 06/05/I5 R.L REVSED INSTALLATION DETAILS 06/2Z/17 R.L 1 J JAMS INSTALLATION DETAIL CONCRETEIAASONRY INSTALLATION NOTES. T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOVVW FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE MIN ASTM E2112 SIGNED: 0&P-12017 MI WINDOWSLLC IILIpWESTMARKETSTREET650RGRATZ. PA S, R /i i J••• EN 9 i 17030SERIES 430/440 XIX SGO 066 51d3"I it4.TA96" REINFORCED-puFLANGE INSTALLATIONDETAILSpTEOFro 0IO;;d• G.` aEvOR FORWK owcNo. 08-00503 E 1•P; xKc NTS 1— 02/23/09 6 OF 9 LAMRTOLOMASP.E. Iav OV000FOW RD LEwavw'E. NC 270M un94ft-ow rerMj$6kv .c0M Luis R. Lomas P.E. FL 6251 a 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4• MIN. EMBEDMENT IX BUCK BY OTHERS, 1X BUCK TO BE SECURED3/16' VLPROPERLY EXTERIOR _ PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP ---- tt Kv ccxF PI10N an A?PROVO) A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 03/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2• MIN. EDGE DISTANCE 10 SELF DRILLING U SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN, EMBEDMENT HOOK STRIP 010 WOOD SCREW EXTERIOR —.f '— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKNVWO FRAMING NOTES: 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA,17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS oRnwn: owe N0. F.A. 08-00505 wut NTS IWE 02/23/09 ISNW9 OF 9 L. ROBERTO LOMO P.E. 1478 NOOOFORO RO LEMSVXLE. NC 270YJ 4364118•0609 r6*Ma3@ibnufwaom SIGNED. 061=017 IL/0 GENyF.U1 A ,ATAieOFcJ?; LF 'o40R%'D • 'J Luis R. Lomas P.E. FL No.: 62514 l FLORIDA 012PARTMONT OF Business & Professional Regulation Sol rya BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge stats It Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I b a Product ApprovaldraUSER: Public User Product ApprovalMenu > Product or Application Search > Aoohcation List > Application Detail P0fFcE0P 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 Authorized Signature Mark Garon Mark_ Garon@Overheaddoor.com Technical Representative Mark Garon Address/ Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Ma rk_Garon@Overheaddoor, com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA- 108 DASMA- 115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Sections from the Code C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Products Method 1 Option D 08/11/2017 01/02/2018 O1/02/2018 FL it IModel, 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 19100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 It 0228-318958-P8 Saidf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 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 11 0229-318959-P9 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 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-PlO S.pdf FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 lamb Connection Supp slaned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 1112 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". Solid only no glazing available. Installation Instructions FL9174 R12 11 0231-318996-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart slaned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SURD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FL9174 R12 II 307494 P11 Track Suoplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 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 li 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 11 319040 Pl Post Istall Instructions sianed.pdf Design Pressure. +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SURD sianed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Suoplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD slaned.odf Design Pressure: +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.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 borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.9 15120 / 9100 #0236 118' Max width. 8' Max height. Max section height 21". Glazing Iavailableintoporintermediatesection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 iI 319040 P1 Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 II 324Ci20 P16 Jamb Connection SUDD sipned.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 WD2017-001112 Evaluation Reoort - 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 11 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sianed.DdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Suop sioned.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 Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 I5120/5140/6100/9100/9400/9600 0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 11 0600-319026-PS S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop 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 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.pdfImpactResistant: Yes Verified 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-OO1112 Evaluation Report - 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 Pll Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo 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-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/514016100/9100/9400/9600 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.DdF Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.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 W132017-OO1112 Evaluation Report - 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 lI 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 fI 319040 Pi Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD slaned.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-OOIRZ Evaluation Report - 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 II 0605-319031-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 I1 324620 P16 Jamb Connection Supp sioned.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-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limas of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sianed.DdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odfDesignPressure: +30.00/-33.50 Verified 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-OO1R2 Evaluation Report - 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 II 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sinned.DdfImpactResistant: Yes FL9174 R12 lI 324620 P16 lamb Connection SUDD sioned.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 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 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. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 it 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 )amb Connection SUDD signed.DdfImpactResistant: 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 Neat Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the'publlc. To determine If you are a licensee under Chapter 455, F.S., please click &jt L. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope IIIIIIIII/ 04N D. •Type''% ENor No. 46718 SZiz3 1 w wo-1 it STATE OF ONAI . 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 5/8117, 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 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" x H Design 26.90/ 15.30 / 25.90 / 30.00 / 43.20 / Pressure 30.80 psf 17.00 psf 28.80 psf 33.50 psf 49.60 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Yes No Yes Yes Yes Ratin Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.E 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 39.20/ 12.40 / 18.50 / 30.00 / 39.20 / Pressure 43.70 psf 13.80 psf 20.70 psf 33.50 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Yes No No Yes Yes Rating Table 1 B — Doors under Evaluation ` ; `O N Ds !y, NO. 46718 STATIC OF <V +' 7 ORION 2 ''SzONAL JIIII 1` 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 xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 sf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Q- Table 1C — Doors under Evaluation O ...... TyO No. 46718 O STATE OF a FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH 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 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 Wh Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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, N L,:Z4 Gordon Thomas, P.E. FL PE # 46718 I I1 t I 1 I II 1. MOON-WPACT RESISTANT GLAZING OPTION - ASO• MINIMUM SSS GLAZING N YGOEO FRAMES SFiLEY.ED 13 CA MORIZ ANRE- TOGE HER YHTH A MINIMUM OF (f) JUT' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR YATMOUT DECORATIVE INSOITS) MEETS UNIFORM STATIC DESIGN PRESSURESSHOWN ON THIS DRAWING. OLAZNO 13 W FLAO A"CLE- SMALL MAW A MAI@1UN HEIGHT OFN175' AND A MA NUM LENOTM OF 11,73•. GAZING O NOT UIPACT is CA NIX MOGZ- REStSTANT AND DOES NOT MEET THE REQUBREMEtIrS FOR TRACK MMO-e7NE Mum ftwoms. 5/1e.l-s '- L (PACT RESISTANT G.AZINO OPTION - IMPACT NAG RESISTANT GAZING SYSTEM MAY BE INSTILLED N TOP MIN 3 AS BR INTERMEDIATE SECTION (WIN Olt WITHOUT DECORATIVE SHOW) RISE RTS GIATINc SMALL BE IleMAnnGDN-AR lea MN VERT- P0. TE W EQUAL GLA7NG SMALL HAVE A TRACK MA)mMM HEIGHT OF ISM' AND A MAMMUM LENGTH OF 30.W . G.ADNO 4 IMPACT RESISTANT AMD DOES MEET THE REQUIREMENTS FOR WNO-BORNE OEM RECOM 3AS.1-3/e' LAO. SEE OCTAL C ON BEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACH GLAZED SECTION REQUI RS RENFORCIENENT QRACKVS JAMB ERAGO:T ATTACHED TO U-BAH ON UPPER INTEGRAL RB (SEE DETAIL 0 SNEET 21. le CA J-SUWI 90REVW TO LOWR I/h20d/10' TRACK- N/EOIAL RI Or SECTION AND OPERATOR STILE TO EE BOLT AND 1//h21) Itl7f FACTORY INSTALLED. N rAUCIt SHALL FIELD INSTALL (I) 1fR AT CAL`ll JB JAMB 1/ 4-Ni7//Oe'' S" ORILLNG CRI PTITE SCREW TO ATTACH ORALTET LOCATION NE J-191 TO THE INTEGRAL RO AND OPERATOR SAKE AT THE CEMFERUNE OF THE DOOR PER OETAIL F ON SHEET 2. 1 V`MYL OR WOW DOOR STOP HAILED A YAgWY OF e• D.C. MUST OV£ILA/ TOP AND BOTH 005 OF PANELS WGMUM 7/I9TO MEET NEOATIVE PRESStMES. 4. KEY LOCK SIDE LO17K; OR OPERATOR REQUIRED. TS GA STIFFDEO• S. SECTION SHALL BE COMSTRIKM WITH FOAM[D IN JAMS BRACKETS PLACE POLVACTMANE FOAM INSULATION CHEMICALLY SEE SCHELOULE FOE BONDED TO 30 CA 14MU M FACER STEEL AND A GIANTY, LOCATION. POLVLAMINATC BAOEIL OR 32 CA STEEL BACKER, ENO AND TYPE CAP TO HAVE A "MO M IX DEPTH. a THE DESIGN Or THE SIPPORTNO STRUCTURAL KEY LOOK OR WK LOOP CLEUCHTS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSONAL OF RECORD FOR THE MOND OR mcoutiE0 WTH OPERATOR STRUCTURE AND W ACCORDANCE V47H CURRENT BURONC SEC NOTE 46 SLIDE OWES FOR THE LOADS LISTED ON INS DRA,NNO. LOOK SHOWN FOR 7. DOOR JAMB TO BE MINIMUM bA STRUCTURAL CA" 0. MSIY LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR IEff)F (4) SEC110N SOLD T ATTACHMENTTOSUPPORTINGSTRUCTURE: DOOR SEE BEET 2 FOR U-BAR LOCATIONS a LOUVER OPTION - .Ow MINIMUM LOUVERS N MOLDED ON DOORS WITH OTHER SECTION QUANTITIES AND FRAMESSCEYOTDFlTHERWTHAMINIMUMOF (e) SEE NOTES I AND 2 ON OarSCtESRSINSTALLEDIITIMEGOMMSECTION. ills SHEET FORao LOUVERSARENOTIMPACTRESISTANTAND00NOT6NNE REQUIREMENTS FOR YOND-SCONE OEM REGIONS LQUVERED SECTION REWIRE.R OPERATOR SALE TO BE uCrn • T 1MC MHTFNYr GC TYC OGm_ SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE UAX Dow MOOOR GICdN LOAD EACH JAN9 (PLF) 1e1- 0' ALL O.s 14'- 0• ALL 4161707J.]-S2OI.f Tr- 4r ALL 4135.4-1 / 10- 0• ALL I 41203 -I4•.0 VLLI111111I// AAA y E O N. K O: '• ALP AO•• STATE OF •••: G saN KaMKIY ROMD Tw RKTIMa4K117W KaEesQKa DNm®Aa sr t. oRo=o QCY FOR mot KATIOU w 1mcmD cwnmACTMN oELAi SEE U-SAR NOTE ON SEEr 2 FOR U-BAR INSTALLATION CA END CAP REVISIONS PI CHANCES TO GENERAL FORMAPO CHANGED UU-GARA FAS10KRTPE At ENO CAPS AND WTCM RETANEIE. CHANCED CENTER KMCE CAKE AND ADDED LOUVER OPTION. LNANCED STRUT IDENTIFICATION METHOD FROM OOLOREO PAINT TO STAMPED NUMSEIL CRT 3/S/05 5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON RIPPOtTNO STRUCTUREANDCLARUIEO NUMBER OF FASTENERS AND CENTER MINCES REOURIEO FOR NARROWER DOOR 1TIDtNS MRB 5/10/Uf Pe ADDEO IMPACT FXWTAMCE TO ODOR. ADO® MODEL aim MOOUED NOTE a TO STALE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT e/f/07 r 7/22/De UPDATED TITLE BLOCK r e/2f/10 1 AOOEO se0i, AI REQUIRED( ON DOOR MIDT MIS GKAa MATH SACKER 3) CENR)t MINCES PER ANT REQUIRED ON DOOR WIDTHS LESS THAN OR COUAL TO IT-0•. JAMB BRACKET•SCHEDULE COOP MOUNTNO. OF SECTIONSNC. OF JAM BRACKETS EACH JAVB Luw w .ERTTIIL OF JAMB ORACIETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2•) T- O 1 f 2S-I JS 3• JB 43-1 4 O1. GS" JO o G 21-3 4 ra . L-3 . JB 42 JO 03-, 4 JB ju), IF- w S e JB 34JB 47-1 4 0 . SG- .8 O 73 JO 0'-0• S e S 21-7 4' JB. 29-3 4' JB 4e 4 57-1 4• JB is JB, 75-1 A e-KY UFr LATCHN FOLLO,VD OINEMSIPI OEN07ES "TIED JAWS BRACKET ArTAOED TO TRACK WITH 1/4-204/I4- TRACK SOLT AB NIT. FOLLOWHF. DIMENSION DENOTES QUICK INSTALL JAMS BRACKET INSTALLCO IN OUr1UEFLY SLOT. NO ADDITIONAL NMOWARE NEEDED TO ATTACH TO TRACK. ODORS NTH MIEN MIFF. ROOF WTOL AD/Olt OREATFR THAN C IN HEIGHT REQUIRE USE HE CONTINUOUS HALL ANTAE. SEE SUPPLEMENT TRACK OLART FOR DETAILS. STATIC PRESSURE RATINGS ALE APPROVED SIZESSCN.T.9 SIZE: A Wayne DESIGN (PSF: 25.90/-2aW MAX MTN: TB'-0- DATE I NAME Dalton. TEST (Pff . 3aS5 -43.20 YE . HEIGHT: NN 3 / 06 CRT KMPACT/CYCUC RATED ( YES/No); S MAX SECTION HETGNr. 21' E«EO 4/B/OB MRS f fah GARAGE DOORSMODELS 5120/9100/ 9605 SHEET 1 OF 2 tlWSON OF OVCRIEAD DOOR CaRF DRAWING PART NO, I REV. PEN SACOA RONDA032314 ININDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 eso a. -Peso IJ GA ADSMABUE TOP RACE U-eAR OVER INTEGRAL RIB 1 3 CA AOAISTAD E FUTURE ATTACKED TO 1S1N 1NE (B) PRE-A1MC1m TOP FIXTURE PRE -PUNCHED HOLES MOLES EACH Em FACING UPWARD IN BOTTOM OF U-DAR AND ATTACH THIN END CAP AT WITH (2) 1/4-14.3/0' EACH CMD IUTH ( I/4-I4 " e' / CRIMPTITE SCREWS SELF DWL1IN0 PTITA SCREV9 1 FOR STANDARD TRACK AND (3) O t/{-1{.7/B' SERF QOLLMCC41. E S1JtEM FOX LAN uHEADROOMTRACK (2 OF IL. . . ARE USED 70 ATTACKED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SIRE ATTACHED TO USED ONLY ON IMPACT FRE-PUNCHED MOLES IN LOP OF U-BM CE U-BAR OVER INIECRAL me WITH GLAZED SECTOR - 11 WITH (7) //N-u s/F' CmFTTE 9tlIfiW5. THE (e) PRE- V KNED HOLES EACH END CA REINFORCEMENTUSE "AA HOLE IN ALOE TO ENSURE iAONO UPWARD ANO ATTACH THRU ENO BRACKK(Ej7T ATTACHED PROPER AUQOIEHt OF ROLLERS SCAPELF T EA04RLINO END NTH 1 1 a-147/W SWITHELF D) 1/NG 1{.7/W 1 Q 15 CA HINGE ATTACHED EXCEPTION, U-BAR PLACED " TOP CIOMPTIM SCREWS (2 \ e WITH (4) 1/h1MJ/B' ISO ON THE BORON SECTION SMALL ONLY THROUGH BOTH CWW 'E SCREWS (2 Of IE ARACNEO THRU END CAP AT EACH BRACKET AND U-OAR) IOBCN A FACTORY END WITH (1, 1/ hl{.7//B' SELF ORIAM ATTACHED) CRIMFIM SIN LOCAtiD ON THE DETAIL G BOTTOM FLANGE OF THE U-BAR NOT. WE TO CLEARANCES REOUIREO TO 2• NYLONSTAMz ' 4 ROLLER A-1/2' STEM DETAIL a IB OA HINGE ATTACKER U-SAIR OVER INTEGRAL RIB AND ArFACR WITH (6) VAIN (2) 1/4-21141 ' _ aWI TE SCREWS (2 OF NGCH ARE MIC Y CRLMPBIE SCREWS THRU PRE-PUNCED HOES AT ATTAC D. 3 OF WHICH EACH INVOWE01AIE MCC ARE SELO INSTALLED INTO IACADON (1 THIRU FLAMBE TOP LEAF. NO 1 OF OP U-BAR ANO BOTTOM, NUCN IS NELO INSTALLED HIKE LEAF Alm t TIOV THRLI PIE-PUMCED "ME WED OF U-BAR AND IN U-e DETAIL INTEGRAL NO OF SECTION) C ti GA BOTTOM BRACKET FACTORY ATTACHED VIM • O PLACE WAR OVER INTEGRAL RIB VATM 3 1 EI {.SCIRMNOTCH DOWN TO aim BOTTOM BRACKET AND ATTACHTNW ENO CAP AT EACH 00ELF WIHTI) I/{-lh7/B' SOR61M0CfiYPIESCREWASSFORBRACT RESISTANCE, SHOWI AND USE (1) 1/1-14.7/6' SELF SCREW ACROSS THE BOTTOM BRAMUST BE ORIWNG CUMP11 BOTOf THE BOTTOM U-SAR AT BOTTOM of SCREWED 70THEBOTTOM . • U-BAR WIN EACH PRE-PUM0EO MOLE AT EVERY y i/1-1{ K7 S DETAIL D 11N0 HINGE LOCATION. USE ( 1) 1/4-206/B' CIBMPBTE SCREW AT A OTHER SEE IMPACT BOTTOM BRACKET PRE-PUNC ICI ROLE LOCATIONS OETAL THIS SHEET. WILLING CRINPRTEh11{.RME OF DOOR THIN U-STRUT lL OPERATOR BRACKET. tmm !-STRUT & SCREW ONLY REOUREO ON IMPACT 0420 SECTIONS SEE NOTE 2 SHEET 1 . . DETAIL F a MIN STARLESS IDTH STAINLESS - - BAGGED RUBBER WASHERS , 3- 1/Y O. C. MAX YCENgF'•.Nj Q ;sy = tom. BEAD UURA0.ATE / Ho.77045 : *= ST UCTURAAL SEALANT OR EQUIVALENT pp '• STATE OF ((, FACER STEEL T F<ORtOP• W. AWt i ANU. ML R 371 O" RONG Iw UWHOT Mac CHID FL PC 77913 R 14 N17611 RIOKSBOML [MOOBYB TEAL P974XV 014T FM KYRRGTKIN of WOAWAW C" MXM OETALA NON-STRUCTURAL OECORATTA INNER / WINDOW TNM • -- DETAIL ATTACK BOTTOM BRACKET TO BOROI v-BAR fA1R Ak; 1/{-t{.7/ B' SEIi ORKUNO CJIMP111C SCRflvS ` IMPACT BOTTOM BRACKET 4) SEON OGIRS BO K9U-SARS LOCATED OVER INTEGRAL RIDS AS SHOWN— IhBAf wttwdudT N01E5 1. AUL U-BARS SMALL BE PLACED OVER INTEGRAL ROS NO ATTACEO TAW PIE -PUNCHED MCI" UWTH (2) 1/hIW/r C UIPTITE SLEW$ AT EACH OITERNEBUTE NMOE LOCATION, (2) 1/{-1{.7/8' SELF DRILLING CRIM ITTE SCREWS At EACH 040 CAP (EXCEPT BOTH u-BARS ON BOTTOM SECTION - SEE BETA(. B APO 0 THIS SHEET). (2) 1/4-1493/8' CRINPTITE SCREWS APPROXIMATELY MIDWAY GEMCR ENO Or DOOR AND UIT MEDIATE HINGE LOCATION, AND ( 1) 1/4-1416/B' C IMPTITE SCREW APPROXIMATELY 0' FROM EACH Elm. FOR DOOR WIDTHS GREATER THAN W- O'. THERE SILALL BE A TOTAL OF (20) SCREWS ATTACKING EACH U-BAR EXCEPT ODIN U-BARS ON OOTWM SECTION SMALL HAVE A TOTAL OP (18) SCREWS EACH. FOR DOOR NDDIS LESS THAN OR EQUAL TO THERE SHALL BE A TOTAL OF (16) SCREWS ATTACKING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE BHALL HAK A TOTAL OF ( 14) SCREWB EAOL OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (B) PRE -PUNCHED HOLES IN THE TOP OF EACH ENO USED FOR ATTCOA AEHT OF THE ROLLER X--ct/4' POLYCARBONATE S M AND THE (4) PRE -PUNCHED HOLES M UE BOTfW OF THE TOP FIXTURE I \ EACH 00 USED FORTHEATTACHMENTOFUNLESSNOTEDOTHERWISEONTHIS SPEC ICAUDN AND ORAVBIa ALL PRE -PUNCHEDNO= W ALL U-GARS 90 L BE ATTACHED TO THE DOOR NTH 1/4-I4N6/e' CAIIPTITE SCREWS. 1 le OA U-eARS SMALL BE STAMPED '{B' APPROXIMATELY B' FROM EACH ENO AS UPDATED TITLE BLOEK eM/ 10 S/23/2017 STADC PRESSU RATINGS APPROVED SIZES SCALE: N.T.S SRE: A WayneOESICH PM; t23.B0 -20. 80 MAX %10ft IV-O' OA7E NAME TEST ( t3&6S -A3.20 LIAX HEIGHT. B•-B' WM 3 /06 CART Dalton. IMPACT C RATEO (YES/ NO} YES MAX SECTION HEIGHT. 21' ECKEO 4/0/O6 IIRB GARAGE O O O R S MODELS 5120/9100/9605 1 SHEET 2 OF 2 ONSIOI OF OVUVWJD DOOR CM ORAVWC PART NO. REV. PENSACAcaAADOLORIDADRi2314 WINOLOAD SPEOnCATION OPTION CODE 0230 318960 P10 I B30)_474-9e90 8 PLICE PLATE LOCATION o SEE SCHEDULE Y 14" MAX 12" MAX 12" MAX I SEE CLIP DETAIL 1 I 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. UWATNE 4 KORM91, PC 675 COUNry• ROAD I" MOWT wr_ ONTO R R T"43 1X /E 117US PR01®ONAL o G09CER'S SEAL PROVIDED 00.Y FOR VERWICATION Ot NAKOAO CONSTRUCTION OCTARS CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIL, CONTINUO! WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS--- 11 GA MIN CLIP SEE SCHEDULE DI pt1 13 GA MIN CONTINUOUS WALL ANGLE 1111trrfrli// NO, 7794$ y _ 0 * *= STATEAct OF 0NAL 0A II111 ` CK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK i e 0) 1 /4"— 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE e 1 a L..TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT w DESIGN PRESSURE CHART 4DNMORi MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF —52.0 PSF TRACK SUPPLEMENT CHART Dylt on. A0;000R0 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 REVISIONS N TRAa-CUPS-TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. CREASED ALLOWABLE PRESSURES TO 446.00/-5Z00 PSF FOR ALL DOOR WIDTHS CHANGED 'TEXAS WALL ANGLE' TO *CONTINUOUS WALL ANCLE•. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITLN NO ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS Y800 AND 8024 WITH OVERLAY TO TRACK CUP SCHEDULE. GAT 5/21/07 IATED SPLICE & CLIP IEDULES. 9/06/07 UPDATE MOUNTING AIL DRAWNNS, 10/05/07 UPDATED CHARTS TO UNATE THE USE OF CLIP (REPCE04AIS/9 ACROSS TTHHEE EXPANDED 1-1/2• TO 3/8• DOOR THICKNESS TART UP TO 14' MICH. T 12/11/08 0 UPDATED TITLE OCK T 6/2/10 1 UPDATED TITLE OCK. REMOVED CHART. T il/ls/13 2 UPDATED TITLE OCK. C 6/is/17 SHEET 1 OF 2 DRAWING PART NO. I REV, 307494 P11 2 3/4" f1" EDGE DIST E60XX M Ia 2-2 MIN 3/16"' THICK STEEL FOR MOUNTIN 5/16"" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI BETTER AT EACH 1/4-20x9/16" 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 STEEL a WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OFrHOLELOCATIONSINLIEUOFWELDING 4"•:°' ': i I i T Z1i WAYNE 4 KORH . PC 4376 COUNTY ROAD 160 UOUNT HOPC OHO iL PE 77543 1x PE 117AS PROfEl90NAL ENOMM'S SEAL PROVIDED ONLY AM VEWRCATON Of AiOOlOAO COMAUCTIO OETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP ANE J Kph'%,, O 10ENSIA • j No. 77945 STATE OF S1S "4ORION pNAL EN`• I I I111' Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS(A850) { 4 G9RIDA 890 32514 1 8/11/03 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 1. 00/-52.00 PSF FOR DOOR WIDTHS WGED ' TEXAS WALL LE' TO 'CONTINUOUS L ANGLE'•. ADDED ISTRATE MOUNTING AIL, CHANGED TO N MO ANCHORS 4/ 2/07 CHANGED FORMAT. IED MODELS 9600 1 8024 WITH OVERLAY TRACK CLIP IEOULE. 5/ 21/07 CUP UPDATE MOUNTING AIL ORAWINCS 10/ 05/0, UPDATED CHARTS TO UNATE THE USE OF A IROSSPTTHHE ° iNLUPDATED STEEL NNTING DETAIL 1 04/11/06 ExPAN0E0 ,- 1/r TO 1/ 8. 00.11 THK]WESS 1RT UP TO 14• HIGH. 12/ 11/08 6700. I UPDATED TITLE M. REMOVED CHART, 11/ 15/13 UPDATED TITLE x 6/ 15/17 SHEET 2 OF 2 RAVING PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3393 ADDISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9890 6• MAX FASTENERS PER SCHEDULES I TNRU 4 SEE DETAILS 1, $ AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. REVISIONS P17 UPDATED MLE BLOCK ESC 6/15/17 MINIMUM 2.4 STRUCTURAL CRAVE LUMBER FOR DOOR HEIGHT MAAMUM ATTACHMENT TO SPACING WOW SUMMATE OR MINIMUM 2K6 FOR ATTACHEMENT GI CONCRETE AND Iit01TT FILLED CMV, J (.0 ,/ TYP. No. 77945 y 6' MAK r ' DOOR W10TH STATE OF S/ONAL SODUTHERNbPINEx1le N R LOCK SOUUTTN P E HEADER LOCK GUTTMMN`WNET BRACXHEADER LOCKWMBER. W4 LIMBER E IT. 4• . . 2-3/4• 4' 1-1/z' 1-1/2• 2) 3/0' SIMPSON MEN NO SCREW 41) 3/5' SIMPSON TITEN ND SCREW (4) 3/6' OIA. LAC SCREWS ANCHOR WITH A 1 1/4• MASHER AND ANCHOR WITH A 1-1/4• WASHER AND WITH1-T/4' O.D. MASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAC SCREWS MALL HAVE A 2- 3/4- AND A MINIMUM EDGE 2-3/4- AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 2-3/4% DISTANCE OF 4. 1-9/32' INTO THE MAIN pETA 1 SUPPORT MEMBER MINIMUM 2500 PSI Cd1CRETE MINIMUM woo P51(IROIZ 7 I'll I FIN CHU MwA7NE A KHNMMm, PC CCAAPACITYAOF 2065 DESIGNLOAD ACITY OF 2400 LBS, SIGN LOAD MumCAPACITY OF 2430 LBS. LOAD GATE NAME 4474 wam KOAO 14a VM 1 5 24 R Pc rna H EE41i NMe SHEET I OF 2 ptEp(EO ORAVANG PART NO. REV. PROFE4AM ON EN NO" SEAL PNMHNDIO 0Er FOR JAMB CONNECTION SUPPLEMENT 324620 P16 vaurrwnMlNwAtN6LOAoM70NSIIHUrnM>11 M1E'pAi Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PST CONCRETE WM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3//4• OF SUPPORTING STRUCTURE SMALL MN EDGE CIS BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE , r °• G. . 3/8• SIMPSON TITEN N0. 2—J/4• MgtEMBW. MI BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20s9/18• TRACK BOLT AND 1/4-20 HEX( M TRACK gRFCT CDMCRFTF MDIINTIND DETAII ttttrrr r/ J KOR She'• G ••y No• 7-7945 _ W= of DWAYNE 4 XMNISX. IC 379 COUNTY RCMO 160 NOUHT 1CPE. am FL PE 77943 TX 1E 117956 PROFES90FAL D+OWM- R'S SEAL PIIO`CED ONLY FOR YmneAnoo OF "CLOAD o0<151 MMW oTTALS MIN 2 a 4 SPF (0.0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD MAY D(CEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/16' LAC SCREW 1MTF1 1-9/32• EMBED N CENTER OF S1U0 (2 1/4j FOR EACHJAMBRAELOCATION JAMB BRACKET 1/4-2019/16• TRACK BOLT AND 1/4-20 HEX N TRACK DIRifi WDDII MDIINTINO DETAIL MAX 420 LAS PER tAC FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT KC VI]I VIY] P17 UPDATED TITLE BLOCK CSC 6/15/17 DRAWING PART NO. REV" 324620 P16 1 /2/2f018 Florida Building Code Online Business 8t Professional Regulation frd BCIS Home I Log In I User Registration f Hot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Staff : BCIS Site Map I Links I Sear d f Ondaf't Product ApprovalI( USER: Public User T- Product Approval Menu > Product or Application Search > Application List > Application Detail 0. =K-9: Tk"1@9ZrFL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/ Phone/Email One Silverline Drive North Brunswick, N) 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/ Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp. com Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden z1, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code https: Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGuBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1 /2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 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 2 / 0 Inge Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II 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.udf 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 SWDO10 SS 2017-06-14.ndf 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 i 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 SWDO11 SS 2017-06-14.pdf 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.pdf Report for design pressure tables and limitations of use. 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 :: 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 Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: MWINE 0 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXCwtDgtvA%2bxmzkl hGuBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21n INCH THE OEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS LE„ WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCIORTO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SNIM(S). MUXLMUM ALLOWABLE SHIM STACK TO BE 313INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHUM(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE 46 WO00 SCREWS OR 11 GAUGE ROOFING NABS OR IOC COMMON NAILS OF V' RU NT LENGTH TOACMIEVE 11-112 INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE FB SELF -TAPPING SCREWS, Of R1Ff10fNT LENGTH TO ACHIEVE A N NIMUM OF 3 N N N BEYOND METAL WALL INSTALLATION SWILL MAINTAIN MIN. 3/9' EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE R10 WOOD SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEOMENT INTO WO00 SUBSTRATE. I. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREWMASONRY• USE 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4IN04 MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4' EDGE DISTANCE 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 TRAM—proi—ETRATioN BEYOND METAL WALL• 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 11. INSTALLATION 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 PROOUCTSHOWN HEREIN 5DESIGNED AND MANUFACTURED TO COMPLY W FFHTME GIN EDITION FLORIDA BUILDING CODE (FSC), EXCLUDING MVMZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAIWOMA/CSA 101/15.2/A440-04/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING• AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF INSTALLATION. 1. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIEO 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 UCENSEO ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN MON4N1HZ AREAS. IN HVHZ AREAS, ONE TIME PROD APPROVAL TO BE OBTAINED FROM MIAMMOADE REA OR AM. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQVIREO ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL' HNC l2. HOLLOW BLOCK AND GROUT FILLED BLOCK• 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FDIC, WOOD IFORNS INSTALLATION ANCHORSINTO MORTAR EDGE K MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED WORT. LON1 FREEEDGEOFBLOCKOREDGEOFMORTARLINTINTO FACE SHELL Of T INTOFACEOfORSMALL BE OF A DURABLE SPECIES AS DEFINED IN B etoac CNAPTfR23. 13. INSTALLATION ANCHORS SMALL BE INSTALLED W ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM E 2300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLALNG DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEOFIEO BY THE ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MINIMUM SPECIFIC GRAVITY OF 0.55. S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT• FIIIEDCMU• UNIT STRENGTH CONFORMS TOASTM G90WITM MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C A76, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. O. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2woPSI. E. STEEL • MINIMUM YIELD STRENGTH OF 33 KS . MINIMUM WALL THICKNESS OF 47.6 MIL (0.0476' or LS GAUGE). MIN. 1/2- EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063•TS. MINIMUM WALL THICKNESS OF U16'. MIN. 1/ 2' EDGE DISTANCE TABLE OF CONTENTS REVISION SHEETOESCRVTION INSTALLATION 6 GENERAL NOTES R34 ELEVATION AN04ORLAY0VTSVERTICAL6 HORIZONTAL SECTIONS ( NAILIN)F VERTICAL 6HORIZONTAL SECTIONS (TIAWL16H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFI6. OESIGN PRESSURE MISSILE IMPACTRATtN6 WIDTH NEI6HT 36' 84- 0/ X 35 / -35 PSF NON )µPAR 3r 66' 0/ X 50 / -50 PSF NON IMPACT 36' 74- O/ X 50 / -50 PSF NON IMPACT 30' Tr O/ X 35 / -35 PSF NON IMPACT M• 62' O/ X 50 / -50 PSF NON IMPACT 4r 7r O/ X 35 / -35 PSF NON IMPACT 4r Be O/ X 20 / -20 PSF NON IMPACT Sr 7r O/ X 25 / -25 PSF NON IMPACT 36' 63.75- 0/X (ORIEL) 15 / -35 PSF NON IMPACT 4B' 96- 0/ X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6r O/ X-O/X 35 / -35 PSF NON IMPACT 7r 64- O/ X-O/X 35 / -35 P5F NON IMPACT 76' 6r O/ X-O/X 50 / •50 PSF NON IMPACT 76' 7r Qm. O/X 50 / -50 PSf NON IMPACT 76, 7r I O/X-O/X 25 / -25 PSF NON IMPACT BO' 7A' 0/ XO/X 35 / -35 PSF NON IMPACT 96' 74- O/ XO/X 30 / •30 PSF NON IMPACT 106, 6r O/ X•O/X-O/X 50 / •90 PSF NON IMPACT Toe- 72' 0/ XO/X-0/X 50 / -50 PSF NON IMPACT 106' 64' O/ X-O/X-O/X 25 / -25 PSF I NON IMPACT SilverLine f b Andersen 9711 1....... oo.. 14: 0NLVLRmE c" KaTM..uNswaL w anv Hx (n.X.nlmO P N 51: Z O V a W go 02 R J F Vt m U, W M 0idG PTl- t - g1111111NMMM . 91 W!e > 7q' N m Z - 1 H C;z 5 YS VZ O n V VV1, aOUaY p- by H. m». F. Nowo. P.E. S W D oo Z R.A = I.m aPCI04" 00 00MIRw.1 FL#: F119715 Da1.:2017.05.1516.11AB G4'W SHEET' 1 QF 6 MAX FRAM HEIGHT 9! MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 9v e E F 5 4 MAX FRAME HEIGHT 74• mug, LE11 Elm A 0 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGURAnO S FOR AU Z"1-4 01 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONCIGURATIONS FOR ALL 2MASU RATINGS. TWIN UNIT CONFIGURATIONS MAX FM HEIGt W MAX FRAM HEIGHT 9! MAX. FRAME I— WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIOTH log' — TRIPLE SINGLE HUNG WINDOW im e SilverLime I^i flt lkll i O t SILVI A "Wd" No.nl wancvla HI anal x cn usl000 w pwr ,-1 Y 1ZL < H v= h2 10002 2 OF 6 2' MAX. FROM { CORNERS 11' MAX. O.C. Il MAX O.G. r MAX. FROM CORNERS N01E. ••'.KYNITf.Tp p Y Yu1G Ni •Noa.ED •UII r oc rNE•D. i.uu, uo sa ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAX. 4 1/r MAX. fR--II { —{ CORNEOMRS I O.C. 4 1/2' 0.4 r MAX FROM CORNERS 6' MAX r — 20' MA7CFROM O.C. CORNERS 6' MAX. FROM CORNERS 2(' MAX. OIc. L 1 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 4 t/2' MAX. rr---- O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. FROM —{ I J 6' MAX. coaNEas I I O.C. 6' M O.1 1` X. MA FROM CORNERS 6' MAX. FROM (— CORNERS 161) O- INAA FROM ANCHOR STRAP 6' 50-FROMGoaNEasSEESSHEEETTsFORDETA1a.3 coaNEas ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW MEN. 0 I_ I I M X. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. LOIN mi ICI ANCHOR STRAP P/N 50-2"5-2 SEE SHEET 5 FOR DETAAS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine L- IMdeTscn 97111 ow av"LIFIE DUK Nmm". SwIgWaflait Na Ertl aTyppp ZgQMWu z Z N 1H S{ K J W O Z m< a WZ Vf W c N `MZ3umI i. N W sl=:g0 _ w v O o Tm hJ 1y Iy O Od v 1--1 o w W h K o ww 4 Ff//llllllll l R 1 Kf >: CO N m Z j yl Op.3 vS Z C O DWG x: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/x• MIN EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS a 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS MIN' 3/83/$EDG GIST. 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FDJISH BY OTHERS vs• MAx. IM PERETER / \ SHIM SPACE SEALANT / O. A. BY OTHERS 1 UNIT HEIGGHT EXTERIOR INTERIOR f SEE GLAZING DETAIL, SHEET 6 g VERTICAL SECTION Q HEAD -ZXWOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 I EXTERIOR INTERIOR O. A. VNIT HEIGHT PERIMETER SEALANT 4 BY OTHERS ou 1/ 4• MAX. EXTERIOR FINISH 5HIM SPACE 8Y OTHERS Ma WOOD SCREW INSTALLATION ANCHOR 3/8• MIN. j WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY 6 ZX 1 L2• MIN. BY OTHERS WOOD BVCK BY OTHERS EMBEDMENT VERTICAL SECTION Q SILL •xxWOOD eUCX NAIL FIN 1/4• MAX MIN. 3/6• EDGE DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREb5ENT5 MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND ETA" SHEET6 METAL STRUCTURE INTERIOR 48 GR. 5 SELF -TAPPING' SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH C HORIZONTAL SECTION Q ]AM& • METAL STUD NAIL FIN SilverLine bArde sen 97qlj w w4I•.O Y OK =l1ft9 E Wuv4 N=TN ouwwtmW Olgt 3 4 I8$ Z ~ M •• I Z NN a T Q( iJ N W V m Oo2cc m a nO m J O O H Z H d LU O w W R N mZ c _ Z VG 0; S W 0002 EET., 4 OF 6 1 AtIO WOOD SCREW 3/4• MIN. SilverLinoINSTALLATIONANCHOR EDGE DISTANCE 2X WOOD BUCK/STVD BY OTHERS ItCONCRETE/ MASONRY SEE SHEET 6 FOP V4• MAX Andersen BY OTHERS ti ' .. CONNECTION DETAII S SHIM SPACE MIN. 3 THREADS CONCR BETWEEN SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUI7tH EET56 METAL STRVCTURE BY OTHERS SEEG MIN. 1/2'EOGEDISTANCE -- -• y• •e•• 11/2' MM DETAIL . iwwia nRwaaot EXTERIOR FINISH EMBEDMENT w. cnn•,s 000 BY OTHERSL INTERIOR # 10 GR. 5SELE-TAPPING SCREW Z ^"+ PERIMETER SEALANT SHIM INSTALLATION ANCHOR BY OTHERS / v S ri " 8 I METAL TUBE/STUD OR APPROVED $ z N o ^ x' I MULLION BY OTHERS, N 3 o d O.A. EXTERIOR / INTERIOR SEE SHEET 1 INSTALLATION w t UNIT / NOTE 14 v v Z" t HEIGHT j ww-jSEEGLAZINGPERIMETERSEALANT ' C o " Z . DETAIL. SHEET 6 EXTERIOR BY OTHERS 40 W dab OA i UNIT WIDTH i HORIZONTAL SECTION VERTICAL SECTION 5 JAMS - METAL TUBE/STUD ORAPPROVEOMuwON 'd 5 HEAD -ZXWOOD BUCK THROUGH FRAME THROUGH FRAME iy 5) l014 PANCAKE HEAD Z SEE GLAZING SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDEDOETAA, SHEET 6 TO ACCOMODATE 014 DIA. 2,0000 2. m EXTERIOR INTERIOR 0.500 1 ANCHOR STRAP, AT TWIN 6 w V) TRIPLE CONFIG. ONLY. SEE 0.0620 QC o c NIT // \) (P' PLAN VIEW-ANCHORI -A HOR STRIL AP w HEIGHT RIGHT FOR INSTALL REQ. 0, ) 7 4,0020 1/4' MAX, PERIMETER SEALANT BY OTHERS SHIM SPACE 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS J > EXTERIOR fIMSH FROM ANCHOR STRAP To O A BY OTHERS a .. • • 1 L4• MIN OPENING. SEE ANCHOR z I :• Q' PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) _ y PRECAST SILL EMBEDMENT - REQUIREMENTS BELOW. - : "'' -g cBYOTHERSz 3/16' ITW TAPCON ° `• • '° : ! ..: , • ANCHOR STRAP ANCHORING REQVIREMENTS: INSTALLATION ANCHOR a A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- rTW TAPCONS i,I * I'3j4• MIN; ° PER STRAP, MIN, 1-1/4' EMBEDMENT, MM 1-3/4' EDGE DISTANCE• 1! EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF -DRILLING SCREWS, ui GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, N m Y 2 < F C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. c $ = H Z01VERTICALSECTION1-1/2' EMBEDMENT, MIN.P EDGE DISTANCE. 5 SILL-CONCRETE/MASONRY oWG U; THROUGH FRAME 5 W O OQ 2 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF, REQUIREMENTS REQUIREMENTS, VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEMTE FRAME MVWON 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, (O/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/X-OM, 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 SITE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE -/• 35 PSF 1 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE V. 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINEO IN CURRENT W ANO ASTM E 1300 . GLASS LOAD RESISTANCE. I 5/8' O.A. I.G. GLASS EXTERIOR / INTERIOR 0 MIN. GLASS SITE L/2- 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED, 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITN TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.G THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME, BY OTHERS 11/4• MIN. EMBEDMENT i• • 1 V2' MIN EDGE I DISTANCE Y AUX EDGE I DISTANCE II CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverUne 6.Wersm 0[ a4vFdv oaiv( agen ou+awcct w aaot nec,n.saoo 0 tllcrcults0o I v a T 5RN 2: <z j DWG a: 5 W 0002 SHEET: 6 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h 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 Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, 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' F. O r • 0 7 _ o T T HermeslemilWo', P.E. Florida No. 73778 BUILDING DROPS A\\)\ 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 id 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 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" 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 61" 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/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlBUILDING DROPS A\\ 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 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 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. fc = 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. f c = 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 1/2/018 Florida Building Code Online s y y. ,. 1 V: h. 3'..:{ .;L'.'+ : n+ :' • ill r' r' ri• % I • •' .. - • •..'. J' Lac w . r r„ L . Yx. :+ r . • .. i . SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I SCIS Site Map I Links I Sear Fbicb Product Approvaldopru,0 USER: Public User Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method t:J Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits U p Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 E Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Og2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 FL >#: Model, Number or Name' Description '.'.. 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC1S001.3 2017 FBC Evaluation Reoort 04 T Soffits final.WApprovedforuseoutsideHVHZ: Yes 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.odf Created by Independent Third Party: Yes Back' Next 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 mall. 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 click here . Product Approval Accepts: 0o® Credit Card Safe https:lAvww.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (DUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 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 inZ/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 Ranels 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t Y IR r 1 No 74021 0 : cc Z STATE OF Z S.4 O R,• ;` 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 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 Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 11- Fastener Fastener Location 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 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 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- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. 98 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. aced 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 Wow 4-inch ocand securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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- t43.3 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) 11 8ga.1/4-inch crown x - 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- t43.3 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 MOP 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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- W00d leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. shankailshanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. Inch One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 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 MOP 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 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 611020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch x 7d ring 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 g1-inch a. %.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 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. t53.3 inch x 7d ring pattern spaced 16- spaced min. 2.25-inch x 7d securing each panel 3/16-inch head spaced ailshanknailshank inch ring shank nails toe- One (1) min 1 75- lap 16-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. Installation Detail Min. 3/01 head dia. nail with min. 1%" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagenent(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" 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 Ur `, SOFFIT STAPLE OPEN RAFTER ,, DIAMOND PATTERN 3/4" X 1/4" I DETAILCROWNSTAPLESf KT IUSINGADIAMOND1 _ II WPM PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4" CROWN FACIA BOARD 1-3/4' TRIM NAIL e" STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4" X 1/4' DOWN CROWN STAPLE SOFFIT -max. 12-inch span WO00 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL 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 nKrVM` SOFFIT STAPLE GIST DIAMOND PATTERN r DETAIL FACIA BOARD STAPttS / 3/4' X 1/4- CROWN STAPLE -24- 4S.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4' STAPLE X 1/4- CROWNCIA 8' 1— CHANNEL BOARD 1-3/4' TRIM NAILJ ON CENTER Pscrewedtosoffit one(1) 88 x pa S.S. 48'with FASCIA CAP 1/2• x 3/8' head diameter screw, O.C. X 1/4' 16• o.c. WN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE 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 I t' TRIM NAIL -\ fASCIA 80AR0 PAINTEU 5.S. FASCIA CAP SOfFIT 1-14' CROWN STAPLE OPEN RAFTER FASCIA SOARO 1/ 61 S/r I-N 6 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA OETAIL f' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1%" 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 SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n,` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• ' i DIAMOND PATTERN jEW DETAILCROWNSTAPLES USING A DIAMOND KrvCD4/ sr w.cs i PATTERN FACIA BOARD ` FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. 7-7- CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT— max . 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 S.S. FASCIA CAP SOFFIT 1'e}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'j* CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 $ PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F- (NANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD-,--,' OOD 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 Olsr DIAMOND PATTERN 1 1 I DETAIL FACIA BOARD sir atvcai svw es i 3/ 4" X 1/4• CROWN STAPLE *24" ON CENTER USING A OIAMOND PATTERN FASCIA CAP 16J- 1 3/ 4- X 1/4- CROWN STAPLE - 8. ON CENTER 1-3/4- TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48- FASCIA CAP O. C. 3/ 4- x 1/4- CROWN STAPLE SOFFIT — max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL 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 {' TRIM NAIL 1AS[IA BOARD PAINTEO S.S. 1'e4' CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMONO PATTERN: REFER TO 1'e{' CROWN STAPLE SOFFIT STAPLE OIAMONO PATTERN OETA0. 1 {' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAII 24F-1 & 24F-4 I'e{' CROWN STAPLE — FASCIA CAP: REFER TO SOFFIT t FASCIA \ OETAIL Nominal rah' Batten Anchored to SOFFIT; MAX. 24' I 3 e1f-CHANNEL Rafters with onea Ilid Ring Shank Nail at every Rafter / W000 SUBSTRATE 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 1 I- TRIM MA0. 1,111 BOARD PAINTED S.S. 14- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1-4- CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 I'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETA0. Nominat T Y SYP Batten Anchored fa SOFFIT; MAX. 26' F-CHANNEL Rafters with one Id Ring Shank Nail at every RafterWOODSUBSTRATE 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 I }- TRIM NAIL FASCIA BOARD vAwiEO S.S. I46A i- T-NAILS I FASCIA CAP SOFFITI I-.t- CROWN STAPLE I t- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'.7' STP eatlen Anchored to SOFFIT: MAX. ii' F-CNANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'Yj- CROWN--- ROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN, REFER TO CANTILEVEREO rrj- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA0. FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1'.1' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT & FASCIA oo o DETAIL NOm1' M SYP battens Stabbed between rafters and SOFFIT; MAX 24- 1- CHANNEL secured redwith are (t) 7d rin0 shank na0 strafgM-nailed thmu0h the (after Into the end WOOD SUBSTRATE of the batten or two(2)To \ MO sank nads too -nailed on / saber aWe of the batter( at NO battenlrafter lntersnUon / 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 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vup is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Height L. Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 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 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 -45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 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 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 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 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) 5 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 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 Enclosed 4 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 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 Positive Loads) 5 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 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001,3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C n Y a - ' Qe_si' nrWind P.e's'su e_sjf_oiSoffit§<in;Ex osure3D;e,:,:-.;.-:4;..s;- :;,':° a:R ic+".'.= = • _ Building Fyp ,Z9ne Roof 120 , 130 1;40 150 s,: L' 60-180• -1,90 '200 - Enclosed 4 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 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 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 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 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 Enclosed 4 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 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 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 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/0" PROFILE ISOMETRIC VIEW M" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Pagel 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 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" 04 Soffit os-m o.12r M 18- BLANK 3 / 8 PRORLE aaooa 000 ooaoo 000 aa000 0000 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 ALUMINUM COILS, INC Soffits Appendix D 3 1/6" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" -XV1 1/8" W1/8" M3/r 13.75" BLANK 3/8" PROFILE air AEF 0.so-ryp 02sm 0.t2W 1vv 0000 0000 00000 oaao 0000 aaoo END OF REPORT ALC15001,3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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 No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" 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 (TSTI577) 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 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. 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" 04 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 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 in2Ain.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, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P•%',, 2017.09.01 No 74021 10:06:18 STATE OF : QJ 041001 T••.A, O P ` Zachary R. Priest, P.E. FS • • O R I G .` Florida Registration No. 74021 till ONA1 E?` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (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 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 Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener Location Xl 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 16J4 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. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head 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 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel l p andsecuringeachpanellaphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 1.6-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.312-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- 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 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 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- t43.3 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 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP 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. 801-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0 072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg s taple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection I 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 with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 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 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 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg 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 1 x2 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 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 g, a 1-inchanchoredtoga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 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- ace min. 2.25-inch x 7d securing each panel 3/16-inch head spaced ailshanknailshank inch ring shank nails toe- One (1) min. 1.75- lap 16-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 APPRovev SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1u" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/0" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I II\—"F" CHANFNEL IT OVERHANG WIDTH VARIES) 12F-3 wood, Conc-- or Block IN FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL 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 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 I3M IUVEM SOFFIT STAPLE1' DIAMOND PATTERN 3/4• x 1/a• OPEN RAFTER ; L-f DETAILCROWN USING A DIAMOND yr WTVCMI suwrts i PATTERN FACIA BOARD i FASCIA CAPLE: 12F-2 3/4• X 1/4' CROWN FACIA BOARD 8. 1-3/4' TRIM NAILr-r 1-3/4• TRIM NAIL STAPLE ON CENTER PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT_ max. 12-inch span WOOD SOFFIT 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIL screwed to soffit PAINTED S.S. 48- with one(1) #8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. WO00 OR BLOCK SUBSTRATE SOFFR—max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n `, SOFFIT STAPLE DIAMOND PATTERN 1 I DETAIL FACIA BOARD > K i STS ASCIA CAP 3/ 4- X 1 /4- CROWN 1- 3/1' TRIM NAIL STAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 3 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 I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD M fJ i/B' I-R:l 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA OETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC No. T Installation Detail Min. 3/8" head dia. nail with min. IA" 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 SOFFIT (OVERHANG WIDTH VARIES) 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 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 n,, ` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x 1/4' DETAILCROWNSTAPLES USING A DIAMOND, PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL a' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 4a' FASCIA GIPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR 3/4' X 1/4• DOWN CROWN STAPLE SOFFIT— max • 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL 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 I' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOfFIT 1'Q. CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4- CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL OS CAP; REFER T/ \ TO SOFFIT 1 FASCIA F' CHANNEL OETAR. SOFFIT: MAX. 16' SPAN M000 \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 7 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 OPEN RAFTER nKn0M , SOFFIT STAPLE OIST I DIAMOND PATTERN I DETAIL FACIA BOARD % air i[tvEtn sr cs i 3/4' X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN STAPLE '8' ON CENTER FACIA BOARD 1-3/4' TRIM NAIL CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SU87PATE 0 AI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. rq- CROWN FASCIA CAP PLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1-.t- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETA4 I ' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'4' CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT l FASCIA / \ DETAIL _ Nominal SYP Batten Anchored to SOFFIT. MAX. 24' F-CHANNEL Rafters vithifh one Id Ring Shank Nail at W000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT ret' CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-2 & DETAIL 24F-5 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT &FASCIA OETA0. Nominal rat' SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL Rafters with one Td Ring Shank Nail at every Ratter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 1 I- TRIM NAIL fASCIA BOARD 146A i' T-NAILS PAINTED S.S. FASCIA CAP SOfFIT 1'a1' CROWN STAPLE 1 {' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-3 & 24F-6 1'af' CROWN STAPLE FASCIA CAP; REFER TO SOfFIT t FASCIA DETAIL Nominal PnT' SYP Batten Anchored to SOFFIT; MAX, it,' F•CNANNEL Rafters with 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 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. 1-4- CROWN FASCIA (AP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAIL FASCIA BOARD SOFFIT & FASCIA I f• TRIM NAIL PAINTED S.S. DETAIL 24J-1 & I'' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA Nominal r. 2• sra battens OETA4 9 scabbed Between SOFFIT; MAX. 24' j/g 1-CHANNEL 7dsecuredwithone (1) t) To mg thank na0 straight•nalletl through the rafter Into the and W000 SUBSTRATE of the betlen or two (2) TO 1 nng sunk nails OOe-naeed on either side of the baltern at the banenfrofter Intersectan SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 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 1 -37.9 42.2 46.8 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 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 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 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8. 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 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 Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 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 1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 1 -69.5 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) 5 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 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 Enclosed 4 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 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 Positive Loads) 5 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 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 FL12194-116 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 Height Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 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 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 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 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 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 Enclosed 4 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 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 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 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- r 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/e- PROFILE 1SOMETRIC VIEW 1/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 3/4" 7/8" 1 1/8" HEM T 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 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" 04 Soffit 02r*vv 012V TW 18' BLANK 3 / 8 PROFILE a.nrau ol0000 000 0000a = 0000 00000 0000 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. i 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" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/81, 3/8" 13.75" BLANK 3/8" PROFILE AWFEF 0 Sr NP 029 iW 012V ivF oa000 0000 00000 ooa 00000 ooaa 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. 1 Florida Building Code Online Business St Professional e 11on BCIS Home l Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts ' Publications FBC Staff BCIS Site Map Links Sear Florida Product Approvalr 4 USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%2OCode%200nline.html 1/2 1/2/2018 Florida Building Code Online 't Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wit 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: file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. 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 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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 DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 I 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. QOTRINITYIERD 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 61" 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: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 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 IOCA41303 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 D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( 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, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 23: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT'" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake 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 Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. 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 Vi,d = 150 mph (V,,,, = 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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V„„ = 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 V,,d = 150 mph (V„ I, = 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 611320- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization p9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/OS/2017 Page 3 of 12 QOTRINI-rYIERD 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 611320-3, 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'", XTTM" 25, XT'" 30, XT" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 r1m) (305 mm) (305 mm)-+j C1"m) Selant 1"(25mm)- 5 5/e" (145 mm5r/?' PbMro T METRIC 131/a" 131/e" 131/e" 1" (25 mm) — Sealant t'" (25 mm)-«( Figure 113. Use four nags for every full sbingla Use four nallc and six spoLs of asphalt roofing cement* for every hill shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D45s6 Type II Is suggested. IC, J; %7, Rooting cement ApDly 1"(25 mm) spols of asphalt roofing cement under each tab corner. Figure 11-4. Use four naUs and shr spols ofaspbap (.Vrrrenl on steep slopea CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridee for CT20'", )M" 25, )M" 30, )M" 30 IR: Cut Shingles 251noj I — I 2 (50mm) Remove_ r MCapSh2ap9leII— — — Cap305,mm) Shingle Figure 11.24: Cut labs, Men trim back to make cap sbfnyes English dlnrcnsions shoran). in t2.. (305 mm) r'i Eases` 1251N11) 12 dos NOcal Figure 11.25. Inskdlalion of caps along The hips and rk(ges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" 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-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITY I ERD 6.5 LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every fldl shngle Iocsued :Ls shown below, Use SIX nails and FOUR spots of asphall roofing cement for L-Very full shutgle as shown below Apply asphalt roofing ccmcnl 1"(25 non) from edge of shingle. Asphalt roofing cement meeting Ltiui I) 4i86 Type II is suggested. 1--1'(25nun) 1'(25—)--I - Rail Lne ' Nail na11 Lne Fikmre 2: Use six nui/s fbr wren• firll s/)hq,/e. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR 11(25 MITI) t' (25 mm1 I LC J_ G Figure 3: Usa si w nails and four twits of aspball ruufir;; semeni on slop .,!opus. 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® NPl'"" 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 % to 1-inch from each side of the shingle's head lap. 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. 8. 1 12- 203 uere ( f' f mm) Hand -sealing adhesive 4" 1/4" 3/4" — Ir 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certijcote ofAuthoriaotion d9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 Sib' (16 mm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 010 10 10A o Addihoral rails it mquimd. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 0.01MANS, 10 I AI I,] ii, MAI IPAR. r MLRS., 1' 12 9W \- Roofing Cement 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17.18: Sbangle" Ridge. 18• Exposure Remove tape from the right side l ; g•`_ and fasten SECOND theFasten left side 85/8- RIGHT FIRST / LEFT Figure 17-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPIM" adhesive or Henkel "PL0 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 6 of 12 A 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use five nails for evey full Shingle. SAO0F0 0 1.0e Figure 17-4: Use fire nails for every jdl Grand Alanor Shangle. Carriage ilouse Sbangle. or Centerinlal Slate_ QOTRINITYIERD STEEP SLOPE Use seven nails and three slots of wphalt roofing cement for even' full Grind Manor Shingle. list lTvt nails and three spas of asphalt roofing cement for even' hill Carriage Ilouse Shingle and Centennial late. Apply asphalt roofing cement 1' (25 nim) from edge of shingle Flguro 17.5). Asphalt roofing cement meting ASTNI 04586 71pe II is suggested. 1138 rem) or Iqs .{ F" (251mm) 25tmm) 5l8" 8 Sff' 25 mm) Roofing Comets Figure 17.3. When instafting !,'rand Jlanor Sbangks on sleep slopes. use seven nails and tbree spots ofaspball rooJing corneal. Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12.. 1 -(305 mm) --(375 mm)- --(305 mm)--i arawmresrraeor ..+rcv+van rrs r++wrs i I~ 1" (25 mm) Relea a Tape 1" (25 mm)—I 1th" Nailable tea LANDMARK TL NorthGate: 13V 13" 13r/2" 1--(343 mm)— —(330 mm)—--(343 mm)— I+-I"(25 mm) 1" (25 mm)- 7M rd MIM Figure 1.1.4. Use four nails for creqfull sbingle MoE Wrl( l AREA IF 1434' iY I+- 4305 mm) - +— 1375 mm) (305 mm) -I Nailrg iimis 1' ( 25 mm) Upper nal loo r 425 owernallne NaillIrrg aroas for low and sbndard dopes (from 2:12 to 21:12) Nal betwoen upper b bwer Ines as shown above. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-S847 Evaluation Report 3532.09.05-R33 FL5444- R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for eery fall laminated shingle. see below. Asphalt roofing cement should meet ASTM D4586 71pe II. Apply I- spots of asphalt roofing cement uncle each corner and at aboul 12' to 13" in from each edge. METRIC DIMENSIONS 12" — 305 mm) 1"(25 mm) Nail Area For Steep I,TIti— 25mm) 1---- 143/4*' — 12 375 mm) (305 mm) IeaseTa a 1"(25mm)- D Cement STEEP 12' SLOPE 1r—(305 nNAILING AREA 25 mm. LANDMARK TL NorthGate: 14-3/4' I+ 117S — 1'(25 mm) r QOTRINITYIERD r(131/2" 343 mm) 13" 330 mm) 131/2' 343 mm) 1125 mm) I 1 "(25 mm)-r I Figure 13-5. Use six nails and four spots of aspball mofmg ceruenl on skwp slopes 12' 4305 IT 1'(25 mm) Nailing areas for steep slopes (greater than 21:12) and "Stornt•Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark•" Premium, Landmark'" TL, Landmark'" Solaris, Landmark"m Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12, 97/B' 305mm) g15/1ti2 415/1G 6(125mm) (125mm) 150mm) (150mm) S Notch for FCentering 12' r5rnm) Notches for Alignment to 7 337mm) the Top Edge of the Previous m) Cap for 5' (125mm) Exposure L English Dimension Shadow Ridge"' Exterior Research and Design, I.I.C. Certificate of Authorization x9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/8' 196mm) 1 Metric Dimension Shadow Ridge — Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 8 of 12 0 N 13 1/4' 337 mm) 9 27/3r 250 min) 4 I5/1S'1125 min NorthGate Ridge QOTRINITYIERD 13 Vell 333 mm)— 6 5/8--1 -6 5/8'- 168 mm)(168mm)l Centering 7 ST Notch 19e mm) 337 mm) \Abgn theseI notches to top 7 19i mm) edgeol previous course. NorthGate Accessory 12' 305mn') laying Notch I I ii I Figu a 13.20.- Use Drying nok1w to canter sbingles on bias and ridges, and to locate the corm.;i mrposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate oJAuthoriration p9S03 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 23: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use Owe nails for each full Presidential shingle as shown below. Nailing i 40' t Guide lines (1016 mm) 5114' - 133 min) 14 1/4' 11/2' 38mm) (362mm)m) NOTE: Apply nails on painted guideline. Figure 16.6.• Fastening Presidential and Presidenttal TL Sbake s1Mg1w on low and standard slopes QOTRINITYIERD STEEP SLOPE: For sweep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails h1 between die nalling guide lines, apply 4 nails I' above tab cutouts making certain tabs of owdying shingle co%er nalls i 1' diameter asphalt roofing cement Figure 16-7.• Paslening Prt'siden1kd and P 4kkrnllal T11 Sbake sbingles on sleep slopes. 6. 9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV", 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 two different sizes: Accessory produced in Birmingham, AL Is 12' x 12'; Portland, OR produces 97/8' x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"rr 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 tO%% STANDARD AND STEEP SLOPE: 236min) I (236min) I (236min) (230min) I _LE I" 1" 25mm) L _ k5lmm)- -.II ris" M 13.1, rasleairq Iloaems %bfwm ou .vmp Vopm For seep slopes, use me nails and eight spas of asphalt roofing Figure 15J: rnslenhip Ilallcras Sbite/m on cement for rut fun Ilattents shingle as shorn abom. Apply I' Loin mrd 17andard.Vopes (25mm) dramcter spas of roofing cement Wtht D 45861)w II For low utxl standanl slopes, use fitr nails for retch full suggested) under each tab comer. Press shingle Into place: do not Ihuteras shingle a> spoon nbrn'c. csposc Cement. CALmON: Too marb roofing cement can cause shingles to buster. 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-RlZ CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras t 2 Figum 15-14. 18 three piece units separate to make 54 Hatteras Accessory sbin&4 6.10.1.2 Option 2: Cut Hatteras Shingles r 9" 230 mm) I I I I I I I 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.- Cul Hatteras sbingles to make onw cap. QOTRINITYIERD Fasten g' 18" (460 mm) r2Z 203 mrn) l2° A mml\ FiRtire 15-21: Installation of caps along bips and ridge 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE, nulls and FIGHT spots of asphalt roofing cemenN for each full Highland Slate shingle. For DUand-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphall roofing cement meeting ASTM D45861}pe II is suggested. Mali-= ed rapu' ru SIX rm.to (two rbiD I• IK mm) Coft MADW N dvwn). MamiDrt rpur" Set rxb=nb i lb owr rarbr rstw o dn n) figure 11-3. Uso FIVE nails for etxsy Iligbland Slate sbingkt Figure 11 •3ti Ilse MW nails and eigbl spots of aspbalt rnofiny canal under eacb tab corner. CAUTION: Fscessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate'". Highland Slate"o IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2017 Page 21 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shomi helmv. Sfrolent 1•(25mn)-- ass mm) QOTRINITYIERD STEEP SLOPE I Se FOUR nails and lour spots of asphah roofing cemcnl for even• full shingle as shown below. Asphalt rMtfinr cement mooing X14,Nl 04586 type II is sugl;L.Ied. Apply 1'(15 mm) spot; of asphalt roofing celueni :u sheen. CAUTION: Excessive use of rooGRg cement can cause shingles to hlisler. TT Roolloo Cemrnt I~ts'2a'R1 —~ M ao + aff 'I 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 2507.2.7.1 / 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 3532.09.05-1113 Certifcote o/Authorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 12 of 22 1/2#18 Florida Building Code Online Busine-ss Profe-ssional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I $ear b a Y I' ig Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail O(•,`rL4(.'U vK 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 Ext2305 keM_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 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 hflps:lAvww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtF2Aezuadg0tAramDGm5ebt5wRW28J8d8c6lCFKFGNO%3d%3d 1/3 1 /2/2018 Florida Building Code Online 4 Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products _--_-- -----------__--- --_ — — —_ _ FL it 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 Underlavments 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 Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underfayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure. N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf 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 Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 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 Report TAMKO Underiavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.5 No. 15 ASTM 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 Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.gdf Created by Independent Third Party: Yes 12328.E No. 15 UL Asphalt saturated organic felt Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Rdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes hftps:lvvww.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. 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. 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-RB 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 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 manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOV 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 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 Enti 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-RB 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. 11, 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. ,A1.40 No 74021 0 :ir= Wit. STATE OF 0 R t 0 I:k. 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 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. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:/Avww.tamko.com Quality Assurance: UL LLC (DUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV 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. TAMKOV ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 manufacturers 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 TAMKOV TW Metal and Tile Underlayment and TAMKO® 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: TAMKOV 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 Shln les Roofln Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV 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. 0 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 Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 cc STATE OF : 4u O R IV..-* N`. CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 w+.rwa—ra.ti 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. 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. 1/2/2 18 Florida Building Code Online r+ , `j,I•,•I - ,-. • F . .N, .i •.' . I! -y t . 7 `ate: i •`'n. ~ 't I y ! . .• • _ t ti ''f•,yas. y •_ _ bye '- V. . i yit...:dt ,!y+l.? y•1__ ;1.? •i.tlf:...'L.;F...: +- ,_ .. ,. ... - •• L":i!iT'/Sl71ii$L'AT xAE SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear dr9 A Product ApprovaldbFbridUSER: Public User Product AoDroval Menu > Product or Application Search > Apolication 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 n 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 O Yes O No O N/A Product Approval Method Method 1 Option A go'Tr-1 Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 113 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 SummaEy of Products FL n Model, Number or Name Description 3792.1 1135 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 Certification Agency Certificate FL3792 R10 C GAG Lomanco 13S-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 3792.2; 730 Roof Louver Aluminum Roof Louver Limits of Use' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: N/A Certification Agency Certificate' FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028 od1 Quality Assur_a_n_ ce Contract Expiration Date 08/16/2021 _ Design Pressure: N/A; _ Other: 1. Refer to applicable building codes for requireA Installation Instructions' _ FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf' Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall; comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party:, 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heighq_greater than 33_feet.' FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf, Created by Independent Third Party_ Yes T7501000Tdoidr—u u L e Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.odl Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA_ 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 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. Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date Impact Resistant: N/A Design Pressure: N/A 08/16/2021 Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 Rio II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL3792 R10 C GAG NOA 15-0709.09.pdf Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R10 11 NOA 1S-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 1S-0709.09.odf Created by Independent Third Party: Yes B-k. N.7 I I The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MAW 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.eoWeconomy 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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL CateQory: Roofing Sub-CateQorv: 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 Atzency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS l00(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 I'/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 #l10-7 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMMADEeoufVTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4- 11"",- 1 I---------------------------------------- 4 --------- ---- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M- M M m 700 SERIES LOUVERED ROOF VENT M- M M m 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C i 16m 750-S SERIES LOUVERED ROOF VENT I 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D u 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbrowlil Q4DE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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. MIAMI•DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/ 16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PR! 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''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 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 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 M M. MOMM" M M M m M m MormIN 700 SERIES LOUVERED ROOF VENT M M. MOMM" M M M m M m MormIN 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMAD, COUNTY 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 MuaWDADECO Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 DETAIL C ii.00- 16.00 750-S SERIES LOUVERED ROOF VENT 91 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 IRM DETAIL D r 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, 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/economv 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. 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 IOO(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 IOO(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 I OO(A) 03/ 16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS l00(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''A" 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 MIAMMADECOUNTY 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 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 ILH 700 SERIES LOUVERED ROOF DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 aIAMMADEC01 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT MIAMMDADE C Dim 91 4.c i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 9 i 23.0a 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMFDADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 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 CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino®castrrete.com Craig Partino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cpa rrino@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 df Modelr Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide Ilntels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15B R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf 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 FLISS R10 II NOA 17-0821.18.odf FL1SS R10 II NOA 17-0821.19.odf VeriFled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0acp rJort Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSD-487-1824 The State of Florida Is an AA/EEO employer. Cooyrioht 2007-2013 State of Florida.:: Privacy Statement :: Accesslblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entlty. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick bare . Product Approval Accepts:. ff- ;_Q_® Credit Card Safe MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DWISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tivww.mlamidaae.aov/economv 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIA MDADE COUNTY NOA No. 17-0821.18 Expiration Date: 09/1.1/2018 Approval Date: 09/28/2017 Page l Cast -Crete USA, Inc. .. .. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, 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 #1 dated Apri128, 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, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. PD4612, tilled "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., datedMarch 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 I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, 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., certi ing 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 (RElt). E. MATERIAL CERTIFICATIONS 1. None. ljk, Y elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 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 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 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. 0' 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 4 w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS i ryrf irL]ffLi I I, RMNUP MTAU X-%WO. JL 4" SOLID LINTEL DATA TABLE I wls;ir l FZMKQ]r.rlZ l i EA",xa CflEItiI tL"':WS5sm w=m v-iCrlrtrr!mA?lm wlc i raareraaArz= W"ILUr=l- i mc3m 11"ILIF l • rf`7 OCiilkr.rt„ a LC, 6" PRECAST U—LINTEL DATA TABLE rma r aLta r v i ea~a 4rcr R c a::ar.Yt:::rntiv t._ira rvcr atv ri L'Jl ffT7rLl.J fSSF9f7:.TR.Ir'.3a lJL7tl r orcrc arvn rmrnvctic9r raamr rn: r r ar::_r2.araa rr• a' rare Etta ctat.i rr-ary r: rr n. mcarr-ras*rnrt imc ar:.c re-ar varv, rr UroEarFa:r' iusesaFi.,•.,lrtCi[1G]i tl _ r1i: J l: :; 71 ri.r, k.pp 1 ..n LL v-r;.ern a rev.rs•a[ r' 1 I MI I raluZ r`-?:L'1I:1 t•i.1 t•l ri•ll:i L_77_ Es r aat:ar Er E cfna Fryr,crmcsar 3 u:irt tmuav>.n an aucranrc cra_ari cssair:a<,.; .A:GA.vcir ealC7 urt a rr[7QCid a...:.mRS:ari>r l ,[sZ!yeu_[Gl attJQa Ci a MrcV ern OSJrll.lilLu:lmrl, 1.9fdo. a'r/1.f r,eo-7.r ,'.n rrran m sas-arrti r rc-;rrc>+c wcr.a rr>.,•, resa o C TYPE 'r TYPE 'A' ULU rrD faoramAar W=ixm O m mce m imw Mfa " s m rLaU= or W-llrss Uri no CJOMor a[ Rus" r'm In m OstaOYlm mm sic rood WWAX a atmr enr-cm un. L amoaaab amm r/AL ba Aisr Am P. yr DO P um l amgaa ITSOMI a 40 a om mMa . IMo M a= M ASM Aar& LMM = IOW. XWM r MM" M=" AAi *AND SUM L eMMM SWIM rL - oM rO M ALL a Msl AW a uw rilmr no ® or O< aar a a dial as Oawu - M ar IRAIf IOD6A f 7rM fW 1 a A arm ImOi SUMP$ - A. MM M FXW49CAR fA2*:AW kWM I== a sORMm OVAL. ALO "a at oXi IO K IUsa M YIr >m a omps rxu C40 m a a AX at an umw AFFM uwm M= MnL Q•'( j FA PRODucr wvism CEN • ' . 0•' [uta0d5 gCohkailb ihoflai L PnonUCrrlRla*4ui0Perlaa 0. 4 /B RiaidIn aaaAWPUWONG c og 10 CRAIOPARRINo Ile ORIQ G'.` OMCRM NALE;; O RE UG.93564 PRECAST AND PRESTRESSED LINTEL DETAILS M 0 lloladdo: boa mb apmeiY GIs W dov'i al fl .set _ 4m calwWol lion pa so . 16U — bPa u or 5 2) AT ab kd UW ba/ wL mlbmm 4 b h madld b.Av. i1SfYYl6 bobforby Ne 11 h b h. thm • 1/2 bdla. 9 f 3) hedb 99 matter bet ad rood idnb. 4) Tm*xr k tnkdn W p}g raal ndoetbn (a fll d• d f1 re d•ealai 11428 tegl> pff S) N W* =A or arced adhatem. hmms evdsrcm t/lao 77ddmft . the Is baw to CobSwimIdOldeaom mdiq W FMb am" IsR Skis Ira rbb as rep1Y•L K I 7) r .0 kids to be b %W a/ r eb msoa babodel ma E' &= do sgamL p) I.1,*m* vjwd rmt d /dd awl. woof go Ike tdiYeetaM p) Ties dmAtrrq aloe adoels wxvAmW bob ham W ads bed beh• by m* A*%pa6 rmbaoe memmt and shm al,4-4m (mm W to) IIA . Rol Ibbd IQ Sam " odba rdw to be tomes d W boom d W bid cagy. W oes Ia Lew' .m u1lfty alWy •fie a go b 13) Ike .brim gab. a1 S" Sdetmd b 4A rw •aQa dd have aaet coosm doCmopera Im osand•lu Ah AMU 0-OMr.w a'M bob(I aaQA 9• 14) daY b Wtha anRbdboiR dfi 1tis f alrfL yyoaQsr App'bd " yawl boa *w bU.W bad S ID SW YgaodbedWetobatm•Id boa 15) Fm emapgtb NIW edOU nl dnm tw seta bN foam tl•L boor eslpla dam. is) Pot Wet blob mot sway iea oob boa ham ad keel MIA doom 17) Sa( o bade we aoghpmd doe" bw& 18) Seto bade brA an mind 4cep eme6sb pw AOGMordurAU 3% tY) r beanoal nab ( above Ula I 3bt 9r dntVA$blcbda wSEE SAFE IATOK LOAD DIBIFOR ES FOR tAADyRtA IYIC 1 " RRE9oumCUUCw (IiW" al fy'`' FIRLCOURSEt/ 2' CTR TTP 0 REBdR FOR 6e LKW i i. arl.. (( or GM FOR If UNR3S TYPE oESTGNATIOFI PRODUCT ItBVISOD w c,m0! 71nOalth (eo PEmft Ac•wanceNeL7 0821. 1g exp Ono o/ B ell. tall aa•/ a le•om r i w v tiam"aam' 12rF. 6-28/2Tro L v PUT=Mw rar • m • FII•z4• ass tr tam r mom or SAFE LOADS FOR 4" SOLID LINTELS CgSr+rm GRAVITY TYPE LENGTH 4S8 S- 6' ( 421 PRECAST 1180 4!-0* (481 PRWAST 959 4'-6' (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-6' (781 PRECAST 360 7'-6' (90) PRECAST 260 9'-4' (1121 PRECAST 156 10-6'(1261 PRMa 116 12US 4"T40•T• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N- 6' (421 PRECAST 687 371 4'-O' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-6' (78) PRECAST 366 118 7'-8' (901 PRE= 280 87 9'-4' (1121 PRECAST 187 j 55 10'-6' (1261 PRECAST 152 1 43 12P8 12F12 12F16 I jv .>A•J Ai74 6U8 6F8 6F12 6F16 LN c {;i. ^w: t( e .a c: e'.•!iLYr• :r. fa'. l • eta.,, • • • o • • • i 0 1, 12F28 12F24 12F20 PRODlJCT1tOVIS1A s, ti : 7! : utdlato adtn am erowb JID4' WORM tM/1" 8F32 6F28 6F24 6F20 ' SS/NE'RSEii lQ CAST—CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLE S o< \ r us ru wN0 ouas-u auma m vexes A nuw swe uts V w$ ' pLIFs OMM M a= FARM FL - M ft 4" 0211aW pL W112 OW 14F 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4Casa-44"no SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-18 6F12-18 6FI8-16 00-16 OF24-19 SM-19 6F32-18 S-6' (421 PRECAST 2332 2676 302 5050 6148 7227 8297 SM7 4'-0' (481 PRECAST 2025 2313 U92 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1554 1857 36M 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 126D 2198 3557 5734 7227 6297 am 6'-8' (781 PRECAST 949 1078 1931 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 770 053 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 660 1056 1523 2084 Z785 3731 5017 10'-6'(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4'(13n PRECAST 457 513 805 1133 1507 1252 2492 3163 12'-O'(1441 PRECAST 425 477 744 1%2 1377 1769 22M 2808 13--4'(IGn PRECAST 373 417 646 395 1170 140 1852 2285 14'-0(191 PRECAST 351 392 60S I 635 1087 1373 1703 2087 17'4 (2081 PRECAST N.R 229 1 455 1 620 1 794 1 05 1198 107 THE NUMBERS IN PAREMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 V I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS MR 6" oRFreRT ILI INTFI9 w o 8AFPLF AD LENGTH TYPE 6U8 6F8 RCMU Y-8' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4--6' (541 PRECAST 416 609 344 5'-10'(70) PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 0--4 (112' PRECAST 173 352 74 10--8'(1261 PRECAST 151 276 58 11'-4'(138' PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0*(1651 PRECAST 111 202 32 17'-4- (208) PRMIRFS`iED N.R. 1 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST Ll4JNTELS 4ciliYom" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 0-11 6F12-IT 6F16-IT 6F2D 1T U24-IT 6F28-If 6F32-IT 3'-6' (421 PRECAST 1412 2074 2715 6 3997 4636 5279 4'-0' (481 PRECAST 1225 IBM 2357 2913 3470 4027 4583 4--6' (541 PRECAST 1083 1592 2054 25TT 3069 3562 4055 5'-10'(701 PRECAST 831 122.2 IWO 1979 2357 2736 31% 6'-6' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (901 PRECAST 648 863 1249 1544 a 1840 2135 2431 9'-4' (1121 PRECAST 575 571 980 1252cm 1492to 1732 1972 10--6-(128') PRom 514 462 787 1121 13J I551 1766 11'-4-(1361 PRECAST 474 40404 685 IN 985 tw 1213co 1442 1645 cy IY-O'(1441 PRECAST 45/ 367.0 619 868 1093 1299 1506 13'-4-(1601 PRECAST 402 308 516 736 906,1 1076.j 1247 14'-0(1681 PRECAST 353 20cm 475 677 j 832 289 to 1145 17'-4'(2081 PRECAST 253 205 335 476J 585j 03 803 THE NUMBERS 01 PAR04TNE515 ARE PERCENT REDUCTIONS FOR IGRADE40FIELDADDEDREBAR. SEE GENERAL NOTE Na 4 PRODUCTREVISM ea 0h 6:PloAda Arsgtonm No .. o Z!. /8 n m l8 0y chd U C, v c•C1; ENS PRODUOTIdlV44 - ewew1df Florida ANoQ o oT.o7 CRWO PARRINO i' R l G\ ••• M CR 579 a Coauol 4h'uuN4 PL.P.E.UC-NO.44756 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABL w mm NOI-14 IIimI m am odor VAB KIA um Woo Tm m um FWK T.G - = Ia 44TSI 1 onI mm U4011 3a4T 1 m SAFE GRAVITY LOADS FOR 12" PRE?CAST U-UNTELS ocmw4Am" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12118 121b29 Ifttt 1B We-3t7/Io-78 1If24-10 11120-28 11F3t-7B S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14436 C-0' (461 PRECAST 2923 4232 5838 7619 9352 I1060 12755 1443E 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5-10'(701 PRECAST 1612 232D 3218 5234 8487 11060 12755 14434 V-6' (781 PRECAST 1383 11086 2879 1 4196 1 6421 10032 12755 1 7'-6' (901 PRECAST 1138 11628 2131 3218 4676 6756 19763 1 1 V-4- (1121 PRECAST 795 1216 1535 2230 30B3 4167 5593 155 10'-0'(1261 PRECAST 614 1043 1295 IIW 2515 3323 4334 5532 II'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2517 3333 4206 13'-4'(160' PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 720 665 1204 i5B4 2017 2451 3106 1r-4'(2081 PRECAST KR. 4514 631 831 1141 1428,41750 2102 19'-4'(2M PRECAST KIL 1 343 qj 477 A 7004 1125 j 1152 13M 1609 W IM OWE 04 PAIE MMM ARE PEIIM 10AUC1M FOR GM 40 FEEO AM F M. SM Gd4 A R01E M 4 SAFE GRAVITY LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS OOiT-C4, M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12PU6 t2(66.26120FI0- 12RF14- 12Rfl6- RAF22- IMI IM39-21 4'-4' (52) PRECAST 25M 2942 546E 75B4 9640 11669 13M 15M 4'-6' (54') PRECAST 2319 2740 5468 7554 9640 11669 13M 15679 5'-6' (6n PRECAST 1347 1841 3555 6395 9640 11669 13079 15674 V-W(701 PRECAST 1259 1755 3361 5954 0358 11669 13679 156 6'-B' (801 PRECAST 924 1430 26M 4415 6864 1 123 1480Q 7'-6' (901 PRECAST 703 1203 2157 3494 5,259 7922 9623, 113 9'-8' (1161 PRECAST 30 843 1451 2157 1Mix 4427,4 5417 6350 1FE N10WW 01 PAREKMW IRE VEIM R R8)JROPrs FOR 9W 40 FM MM RE89L SIE Fi;NM ME 90. 4 c C,sj,00qm SAFELOAD PLF LENGTH TYPE 12US 12F8 RCMU Y-V (42' PRECAST 1295 484-1 393 4'-0' (401 PRECAST 1295 4841 299 4'-C (541 PRECAST 1049 3922 2417 5'-16'(70') PRECAST 681 2547 155 6'4' (A0 PRECAST 579 2167 1 r-6' (On PRECAST 474 1771 91 ' 9'-4- (1121 PRECAST 355 1326 58 10'-6'(1287 PRECAST 306 1143 454" 11'-4'(IV) PRECAST 278 1041 38 12'- W (1441 PRECAST 260 971 345, 13'-4-(160I PRECAST 229 1 857 278 14'-$(16n PRECAST 216 809 251 17'-e (2W) PRESTRESSED N.R. 633 16 19'-4'(232) PRESTRE N.R. 534 130 am Vrnuva. mnC 10 4'-4' (521 PRECAST 4'-0*. (54' PRECAST 51-8' (661 PRECAST 5'-10'(701 PRECAST 6'-8' (601 PRECAST 7'-8' (901 PRECAST 9'-8' (1161 PRECAST Yfbg with Aa P1mido m10o1 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR /2" PRECAST U-LINTELS MV441,11h SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12R1-2f Iff12-2T 1ff18-2T 12T20-2T 12F1/-1T IMI-3 12432-21 3'-6' (421 PRECAST 2752 4267 5613 6938 8264 9589 10915 4'-0' (40' PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8364 5'-10'(70' PRECAST 1023 2327 3310 4092 4875 5655 601 6'-6' (78') PRECAST 1444 2972j 3675 1 4378 5081 5784 r-6' (901 PRECAST 12670 1767 2553.1 3104,j 3808 4417 5028 9'-C (1121 PRECAST 1028 1171,2006 2590 3687 35 4079 10' '(126 PRECAST 920 947 1612 7281 2764 3209 3853 11'-4'(1W) PRECAST 658 829 ov 1404 1982 2441 290 3384 12'-0'(1441 PRECAST 614 753 1260 1788 2201 2610 3032 13'-4'(16n PRECAST 678 U3 1057 1485 1828 2169 2513 1/'-0-(168') PRECAST 622 586 974 1365 1679 1993 2309 W-4'(2087 PRECASr 434 427 695 964 1182 140 1623 19'-4'(23n PRECAST 366 370 693 617 1002 1187 1372 If) IM R1AMM 9 PM99M A5 ARE KFMU GUMMIS FOR GRAM 40 FUD AM IIEAM SEE GDOWL ROM ML 4 SAFE UPLIFT LOADS FOR 12" PRECAST vd 2" RECESS DOOR U-LINTELS 6WIN- 64M SAFE LOAD • POUNDS PER LINEAR FOOT cRv oc"ry 1-- LENGTH Fmrr[F ativ-- unjj- 295 3692 25 4'-4' (5n PRECAST 1626 12685 3746 213 3458 2417 4'-e (541 PRECAST 1558 2562 3602 764 2236 1 5'-6' (58' PRECAST 1210 2042 2650 747 2129 155 5'-10' (701 PRECAST 1173 1954 2769 602 1716 117 6'-8' (801 PRECAST 1020 15M 2426, 504 1438 91404 7'-6' (90' PRECAST 904 1226 2163 355 10114 i g41 F 9'r8' (I161 PRECAST 703,4 771 a 1472, 9 '`. • • •-'; MUMM IN FARM 6LS NR FOKENT REmI00016 M 40 FM AOOEO FM41L SEE af1RRAL ROTE )0. 4 4. 447 f • 14' 9 !• : CRAIOPAAR O0' 1 • g24CR SPFFfi'6%* t 93584 aOnt%CrI SVI0 a auoUt'w4h 0 nFla1J 07N Cis MCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FRE wuD 0m ' 4 oE: m mu 'a' rim Oust oR1u am® m auo FMM% P.c - a¢ 1A 4415F Own" i0 U4FH am[t a aF s MENEM MIAMIDADE MIAMI-DARE COUNTYWrPRODUCTCONTROLSECTION 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) ivww.miamidade.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 Axn. 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 -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 Lintels 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, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entn-ety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.19 MIAM DARE COVHrr tj Expiration Date: 05/21/2022 Zgl2o / ? Approval Date: 09/28/2017 09 / Page I 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 11/08/96, sheet 1 of I, 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 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. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. MiII 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 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84 M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 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, perASTME-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. MATERIAi. 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. L-511elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Eaplration Date: 05/21t2022 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 Pwrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Ml a-mi 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 # 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. 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 Er-3 Cast -Crete USA, Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED"UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maltar, 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 MiamiDade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER L 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. 1 Fi-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. Cffeimy 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 SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Nome, 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. 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 MU' TYPE "A" STIRRUPS • 7452"0 BARii11RRRUPS STIRRUP STIRRUP DETAILS I al P_1y/ 2• ncacss oaoa u-tiMtl. Il'i t1r:.ii:.ri J.i:u,:r clL.1S•lu'L, rare t vas u,i vL_ f; ,.. Lai QFiQ J r>• ri]Cti1alaOvf3?:i[1CSiEli! lJL."IKIEiM 0 6A"[3L70t7 UC]iviiLJ[ UUEK 01 QGYE3tI1lIt7vita fUMMvfFZ17FL=AU1LZ161i0 Ori?, 7 t fffilLi®im 8" PRECAST Wl 2"__RECESS _POOR U—LINTEL DATA TABIf cirri c s, i m+ r rt sr vt, u . ti a a vera c X.-MMILItUsRam[ er.s.-rya r cr a M MM UM MvWoos a MONaM M FOOD a1 AMAaY.LL. a N rw m= er corm er 1W Alb CAM w X04MOOM m WKWAm a mll = Mlao mmul amswr or mr-a m ML M me L .EyQo - •alm; 7/as l.P Awl ASI01 K K e. wm m IOTILL temm a olmla+ 4 Alm /3 emce eeAsi W AWI JbIN•J/la aoYam .,— 100-BLWA if Imo. t000LR0 b WiIGN WgYw f3.Y:AN1 Ols M I.c I W 6FOD (01 OGYfI[ walm an11 A114 Rwaam qW Uffam lPltie l emnlre 1 cog= namlm. r.. sWo ra 14e r no ameDaaOteaff" v.. (M tom. AU. J • Da MUM` vA roan or naaa M1ow i, am Mama rlwc[ Gal . rr. oam or Wwmi ma st aan a um err E==1016 IR Msm am L ..Iv lm wigs" rusUctud 10 eaar ulmm Alm M&KR s l®a 0, RJ7...... y , i cmpl..oawrloaa EOqq . CRAMPARM0SMORM 4•. r +NAI. NCe,, • RS PEE. UC.Ir0 CAST-CRETE 8" LINTEL FABRICATION DETAILS m AACF RRAVITY LOADS FOR 8° PRE -BAST & PRESTRMED U4JN1TELS JI"t=nA" i oo aeLatSFOR Rts . 4W449W SAFE LOAD - POUNde PER LINEAR FOOT TYPE LENGTH aus ere••ae ti11- n enLs1 912- I15 arla- ae WIS- 16 erLo- oe aria - le erL4- ae 04- 16 ePLe-® Wn616 sz- ae M- 11 3- 4 (42 f+RkT IIST 2231 am sa 5103 1107 am Lin I0151 maOrd! 113 75w W4 109 I1109 4'- 0' (461 PRECAST 196E Ott MI 3W 4190 deal NU 8107 W3 4W 1110 75w e9T4 M334 lt= 4- 0' (541 • PREQNS 1699 lug Zia 4379 6113 76R f 107E Imi, Ne01 5- f' 64 PRfTAST 1f217 Im 14J0 I9n 2m J123 ms VA Ian 3010 6369 7747 am Icukri 5- 10'(JU fPF®1ST 1NZ Ids 101 1093 2511 JOIN 1451 161L 4m n 7151 macl 0- 8' (787 PRECAST 908 list 2171 3071 3707 4363 bon 12Je 2171 34W SRI tt70o t sm 7- 11' (90 PRE(Y5T 7u loll Int IM 2207 LOn 3191 3n9 roll 1 20e1 319E Vaal sm t4n 91- 4' (I12l PRECAST W4 trla I40a mf 310 Ill 370E 762 1143 ISO 2at4 340 eao 10'- 6' (12CJ R E= 475 w an 1247 no L77r 203 2m 60 I= I= 2W 2nI 17b1 17'- a'(136 PRFAIST 362 au a 1e41 2423 3127 400t 562 946 ins 161E to JILT n06 IY- O'(laa PRECAST 331 SO m LW Iles L193 260 3s13 6o 6T3 1234 1604 21W ZW5 13- 4'(I6n PWAS 206 1074 142E IBM 1314 Leo 471plm7531If107EAltZeel14'- 0'(I1) PRECAST 279 424 TO 1003 137E 111r7 21V 26" 441 70• 1002 I= In7 21V we W- e' (176) PRE511ESSED N•R la 09 Ita 24 la1 451 75 7e31370 19a4 2243 7617 71 271E16'- 4'(184-) PRESIREM NA HR Ne UR OR 417 110 1250 IM 21Ra 0 2513 t7'- 4'(2081 PREitRESSEO N.R. on lot Ra la 911 J00 50 9a0 Isis Ing INC 2w 19'- 4'(23n PRFSTREM) NA. lu Im M eR 21 424 7e0 103r tM 1316 INS 21'- 4'(2561 PREMMED NA lot 740 w 45 1Iff4 1333 44 22'-- 0 (26n >7 N8. RR IA Itt Ra llte t3ta aso M a17ee t39r 24 - 0'(266') P SID N.R. mt 10 19t 129 250 450 WA self l7D Ipan SAPLLIF AD TYPE LENOTH SUB I 8F8 RCMU 3'- 6' (427• PREL3AST 1025 1024 1598 4'- 0' (4n PRESAST 765 753 1309 4- r ,(541 I'MCAST 592 591 1073 5'- 4' (641 PRETJ4ST 411 411 745 S- 10'(701 PWMT 340 339 616 8'- 6' (761 PREOIST 507 721 490 1- 6' (9o-) PRITAST 424 534 363 IY- 4' (1121 PRIMAST 326• 612 230 1C- 4'(126-) PREWT 284 401 180 11'- 4' (131f) PFVMT 260 02 154 12'-$( 1441PFErJIST 244 402 137 13'- 4' (1601 PRE= 217 324 110 Ie- e(1681 PRmmT 205 293 1 100 14'- V(176jPRESTRE; N•R. 2$4 91 15- 4'(101 PRTSIRESSID N.R. 259 83 11- r V051 PRE511af N.R. 194 64 19'- 4'(23Y) PRENRENED N,Ft, 148 62 21'- 4'0561 PRESIRP55TD N.R. 123 42 22'- 0'(2647 PRESIREW N.R. 116 40 20- 0' (268') PRTSTREW N.R. 01 33 nAFP H01 IP rLOADS FOR 8^ PRECAST 8 PRPSTRES89D EI.LWTkA 4A__ 4i1e1d SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH m- rt am - a 2- u - m wig- tr ane- a tr a w-2r 1124- 1r ens 2( t971- 1r v2e- a am - Tr Wv 3-8 ( 42") PREUAST t09 2w 4 a9< s16r gm7aol IM n$ 3 3M 4394 5263 0132 7001 4'-0' { 46') PRECAST DO 2J0i LOCO 301E W70 IRS 300 3W 301E Isle 925 SM 6' (54') PREGILiT 17D7 2040 2N7 377s 4711 GM 1207 2M 2MJ 3A5 400 4711 SM 64 PPSXST 101t rr im 2w 3399 216 452E sole 171E 1 227E 1 IM 30 bet 4522 V-10'( 701 PRECISE 101 7593 3I07 4133 eu Isar 20e0 3em 4f31 6'-6' ( 781 PRIMAS 1 I J JS 1/ 07 Len II90 52b1 37,E 7'-6' ( BO'j P 79 1 1024 f02b 14L6 26II 312E 7II l2L Ia24 5 242E rev 327E 9'- (1127 PRI7 AST oil 7a0 1411 1471 101b L057 2SOD 321 13 a 1e43 tM 2294 2819 t0'-fi'( 12n PRMW em a Ills we, n3! 2011 530 ItI. S INSI. 100 141E17a3 am 2341 11'-4'( 1367 PftEt IST 424 W4 ' et0 1037 III 1313 17A 434 607 t(142H. 137E id It/3 ad 1215031 21a7 fY-0' 1/4 PRECAST 458 n4 031 I1 Use Im 411 410 ao 340 tall 130E ad 11e0 0111m 2075 13 -4' 1 PREGIST 41e W 607 705 9n 1143 137J ta I24 • 400 7e0 1139 418 i tael 14'--0'( 166' PRIi'AtT b4 35e W 724 W IWA IED 110 49 717 Id IQUaJ Us tin IW7 14-8'( 176 PRRIRESSPA 22 oe VMS we 1of 2/ 799 ass J on IWI qW Isis 1734 15'-4'( 184' P a4 7JD 313 See a6 616 erl mood 7lm 124 011 1400 1094 161111n 7'- 4'( 2081 PRESIFISSED t0 102 tes no 4a0 606 l 74 as I 7x tIIl 1 to'-4'(? J27PRPSPRF D a axe 34 447 W an W 647 747 In m AS a4 W W 041 aj 1039 1 W 21'-4-( 256') PIIFSIRESSED 1n 141 904 ffi 30T 373 301 W7 410 721 60! OW 6% 00 2,- D•( 1 Ib7 N5 378 462 W0 a3o U7 22J 513 n1 e0 1 24'-O'( 2987PRFSTRFSSED 124 124 179 in 310 415 Ifg4 ni 4R UT We n RE NIJUSERS IN PARI]VINE56 ARE PI3C731T RUNS FOR GRADE 40 • SEE I;ETIERAL NOTE N0. 16 ON SNMr 3 OF 3. (1) ARE PERR741 ILa11G1MO tell team: 40 FIF10 ADDED RfPAR SEE CENER4L NOTE N0. 4 ON 9ffET 3 of 3tmewm CENEm NOTE N0. 4 ON SLEET 3 OF 3. PRonttcrenvlstio ftw« mllarkdv0 aavatl 1 JammO; GENluivGi/ VR0oUC7pgUd* D alding0a 10 Uw Florida ` tvOhmo06Kds ONtav04bJo A°pb o227•/S` Oro : 0 Dmml 6go A imeel 9 eta 2e2Z a oet0 3 . it 4t RwmNo - a . o Z x x P"n NE c E1 i cRu P>wRwo P: . &924Cfl619 SEITM FL SEE GENERALNOTES - SHEET 3 OF 3 CE10ro1 y 4 R' 4 d 444, R OEM 75 tw r It 4141110114' CAST— CRETE 8" LINTEL FABRICATION DETAILS i8. . « • IIL 1tAfle n90F1! orA1t m wm 741114 rs: - I0 L0. 44731 1 s= ROf to tl u2 IeG77 ' O7: iLw.i tW0elms a0 0111; Rua rL - 112. m 40511 1 110.1111 = L Or 3 sAFR GRAvmr LOADS FOR B" PRECAST wT r RECESS DOOR tWN7ELS and SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 86 8RF0-00 180048 alf 6G18- 09m3tyf 40 0- tD6'10 611FI6-16 6AFN-1 d6ta•I 16 HIfJ6- 14-4' 52 PRECJLST 1635 1741 MISS 3280 430 a I- I5206 609 101934'-0° 547 PRSASi 1{9{ 15" 300 29a2 396I 4 GMl9t639a ro035'-6' 66•) PREQISi I770 1716 2277 2 J9660724614Sp67697 alll5-10°(70 PRECAST 810 wo la53 Im 2u4 4 3700 1113 2342 4242 dM 7402 6708 6 ' (8D') PRECAST 791 001 1817 3120 Sa6 7747 445 73M 601 1Q5 J120 6016 791b a479 10I 7-6 (901 PRECAST 669 4W 2469 3776 5743 7249 6W 765 M90 241d J716 A PRECAST 11 4 099 150 W 3120 401 3149 bib e99 1566 220 3121 41t 6091 THE NUIWERS N PM M ESIS ARE PERCENT REDUCTIONS FOR GRADE 40 RW ADDED REM SEE CENETTAL WE NO. 4 CE?IERAL HOLES IMMLATERALLOAABFOR a- bvnBdeMd Dee btRMQ hnno III Ie1Rfl II s1 „R/1o•,,,, P SAFE LENGTH TYPE SRU6 8RF6 R AMU 4%4t (521 PRIM 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-r (an PRECAST 408 407 655 51-10'(701 PRECAST 382 381 616 li-e (801 PRB w 595 758 464 7'-6' (90 PRECAST 609 874 363 9'-6• (1 In PREWT 370 490 214 SEE CUM NOTE 18 6 Ibbddar IT) adk lmod fa V a=/r bn1 ama d 16e tab b avmdd. 4M) p1 bcbgJ{ hell =a 101 mtYCal ml OW,d• ar epll VpOadd el•l4i1 yba °I d.m Gfatl4 p•, 6MrA(1 envJ4 m••.f ddevr p AM DO be mNq- iOl•'•CrpOQa allIQlrb41,awbodWb IY adNdlr[bPv1m6 4 Me" 4n u- O'.A Mktft salt pr ASH Ca0 lyp H v $ 10 d y,y y fib belt tld pp4 L 6 pm) ti0ww! lam t A ird ra131 Iw + N ivt lub u br S 10 31fl ib ba! Sfi I omld lee( 1d) Rds earp.e1w e w. WalOmawb.l km an Notbarbwele l bda Ip IN Ud 4MN+ mt JIM ab aft Iwd wo mot Im6vl an% bma 3) RW& Id NNW b.d wd Nad Idda 77) 3de WA a. aPub d dwwh lnda Q pgvjl a bw •IdJpn 2la0dn W loadeebelko Iv d) Seb *A Meld n Niemd de0p amlfm Ia p 670 •d A4 SN t] OAto i/i66 qr niiato7! (65) " 660i pe W 16) mmeab MOW amnae4 QK Idad Ib 6idd tad Yo ia•ddoal pA bn.Qwand F 7>a aarpyj. af6 I7'•'4' meld bgel axeb PR0WC:RQ4R%W Ceb SMaro IW da1N3.1 ate• e1N now 00ti0 riflb lbm Plmi m 9or. tad Rdeb o (fowl neapmxe Nm -o ZZ' 7) On T7 ndw my I. dkdbW br b. T5 Igbm Dam 8) brya .W.M mad N* a0 0a amlilabed 11 Cow h U. 4"IpWeer7 .wb.b •.a•6aW b.b I.a II. dr Med tObe mdldrAe/ ` mea7ome m bre6 anneal oW Dec i •-qm inn 0v IQ; RA-9.19" ' 10 Flba Id4 dad abr b a babel If O. 4-00 al W bid •- 4D Il- oR 11 OF SEE SAFE 1A1Ft171 LOAD rA = FOR EM FyLRW FOR co Y 2 5 REIM pt40 Or 9R60 SAFE UPLIFT LOADS FOR B" PRECAST WI 2" RECESS DOOR U-LMTELS 4; wP m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6> aa-n a-1 epFltil 6-I 1 eaeta- ek 6-n mw- IF 6- a614-2 Wa- OM- y 1 4'-4'. (5 PRMW W 160 2362 3W 3751 4445 5140 PRECAST 667 704 27T1 2M 3407 4275 4943 667 I604 2172 2M 36W AM 4M SW ( 6n PRECAS.r 67b f A97 232I 2164 3382 3911 673 t46A tm 2319 USA mu Mill 5'- 10'(701 PRMW US 12I7 174 Me- V7-)f, Mat 2m 656 1233 IT46 22m I 27n Dag 6 - B• (60 PREIGLST 70 m 2426J21 S70108D1487,•(s0i21505W696411304rM216I111) 7 PR0J5f 4n tee J95 640 11016 Mi f) THE NUIWFRS IN PARENTHESIS ARE PERCEW REDUCRONS FOR GRADE 40 FIELD ADDED RESM SEE CDIERi0. MM NO. 4 TYY? E DESIGNATION d9 rWa — fir• 1. 8F16- 1B/ IT" J! r mwma w I -In' cm LAY : 1', ` ,'. • 1. 3'4P4 yA 4i ! •RItOW lvmPbft u OeiFloHdrr aPOl10iDWIIRI IlI' MWD J lr.•' EN • , Ai[ialad4i6 W o 19 ivWiil6mPlmrld2 ` • 44 D° dLi 2H a Ida A pF AJ ` conem- •• aZ a .Av Q 7(j /. CRAK1Pl{pRNo d amend '!' <,11R1 ' 4 6944CR679 M 4ra.1: 4i'.5: '.i%i .0 SERM EL =04 7, . = CAST—CRETE 8" LINTEL FABRICATION DETAILS AC ii3 • il6LOIt: aK061-11 U= o am F1096, a - R4 W 4We lam eo) ad 3aN[ Y' IaQ Ot/ O Comic amiumn-M.a4mi M= Ib. ra 192Q M Cf 3 MIAMI DADE ML&W-DADS COUNTY e PRODUCT CQNTROL SECTION — -- DEPARThIENT OF REGULATORY AND ECONOMIC RESOURCES 9MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIIMSTRATION DIVISION Kiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmy.miamidade.eov/etonomy 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 AM (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 Fligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 41', 6" & 12" I igh Strength Precast and 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 Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, PX., M.S. Mr t aotE courrTv D NOA No: 09/11 /2018ExpirationDate: 09/1l /2018 Approval Date: 09/28/2017 Oq JZ $/Zo17 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 I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4"1 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 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, P.E. D. MAT PJAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "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., datedlldarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miarni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Permitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTAER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certt6dng 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 DadeCounty Department of Regulatory and Economic Resources (BEV. E. MATERIAL CERTIFICATIONS 1. None. Ae,,_ Y a:: elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL 01.4-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 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, CAL.CULATIONS 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 (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 County Department ofRegulatory 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. CY Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11t2018 Approval Date: 09/28/2017 E-3 i HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE '0' TYPE 'A"_S_j,IBF W CNN I, irc a sr va+rLis=v e.u I 4" SOLID LINTEL nATA TARIF E4RSa[97 T i rTi[iTcrnar[ZSi FCAi I.t I:1d.L'.'.r al'L]i KX i1VX`11",aMUC]i worli MAUA:"211 1 Q" 6" PRECAST U—UNTEL DATA TABLE Qum a= FzKA v= Fgi L70 0 aL uu r:u r+cfavr rr mn a ricc•1 r rrr>.r11,1, r=_s:i ::I1 rsirdf9 FrA;rm r r7i,!^l rE r vr. l:1Ll rnrr ara, r+cticrn srvr• srr.T..,, lFaR9r/isa?nr o, rAsla r;>ts,nr nccare:r rravttTrslLarer1 Mrrmsre,rl,.,rl iiremrAra9tomc>a mey rnrtll<'.1ri•. LT'31 r ra rti-.I rre-J rt><rrss+'itzsara rsi:[ie7rL•7o, Fr", erra rti:I¢srr. a ar a r —EWLrra-r r r a Judlrrrl L: rEcJ ac-ri• M fl0t aRo O Oo010W011 a "Man FOR P ON" AMa " at FWTWM or COMM LontA0 t+aalrr Q apa00ofm OR Wtlaoc0 down wMa 1fN tFle1Comm *M--wn =6 M 1. aGwww =11, 1/4t aLL 83311 Apal 04 #A. AM N tnla 4 -- 07010d1 a An IS ales. 1011e0 . am fo alln " AM AAIa a. MM W TOW tOOK a NMWS M=rt AK Of10o1a SUM L OORet $TRW= M1 . 9M to M ALL a 0ml ee LL W 11M Gel em OF ffi aaunwo GO4 M oalllat - W IF ftmw ton" re . teas IN M A ales. Laws Gomm . A. goal = aDf MM am G1gGT0 Wow IrCO i I$Rw Alm OWL s ox am as ow to K rtm EO Olaa It on® to= RAM ow m a AIO It on W11et AtrY aTlI1M0 nuts laps. ul t,, Va,O'L bPa.iA•aY iOR]l.ilria y aLa: iu:arL 1 K 9 5 MI M 9 Mr" LITao rstoc lrFlcurm. at rta.Imc•yvaurr veno Kam OA=. a'L KMIA =A f:l111 1t AN WLLL-11TO O ccl.r r W.-Il Nwt arilu:Luc M'Y" i r7j`1Wa ste•-a]eyrrnc,. acu>•reisttole rc7 ra au `+nn s tl.V dJ rCfi ltll7ltO' 1 aratA.ArnlrlrY/r.1t1• rCAmUL—AM3e:} nr:a?irrr rt r• ]Dasar o J f KA PRaDUCPRANLSm BEN Q1i Q da loftwlhflagFlai A ooeplmra ! _ o Zl. /g pAD y1 R ,1, the pwida 4 !A9 R, dmmr=!q a -o e; Tt '. W u T OF 19lPy'; CRAI(lPARAINO d amCR6n Ps. PEUC. Np. 4dT96 o PRECAST AND PRESTRESSED LINTEL DETAILS MAL d q wrtms pp•ey pamfipirgeaT7006 vol600031 j{ Nch a b uds . IMr A l!A tl0 nd W for 3 A at. bd WNW bead On •diimm 4 areomal beshp. BWOWCSmfml' b6rldimySGs'bgY*hbb4" lwo d tj3 bdrea. 3) rrvw• Id mats bed ow had pints. 4) Thu amber In Parmlbnb tofeaba Uw yaemt r•doctl•a IspairatautMdrabr. EmmBe yFx adael6ai ,4Mgd(badII Op ItlEpd 5) Al mOrh aaad c aad "WOMP--i a howilos>s rulmb ora VIW ddkcgokk o • Sac IW130° ifm atyBrdblW Rome am" 4) Sham fdbd 616rh a n%**L 1) 4' sold lebla b bo Wild •/ 4' Gouda bodmabd ad a' saw" rulmL e) bd0 ma/d daw s4wJvithumeetolhOnmcbL:cWmeetcoo* add aON Lardd-aasq (lobles by vemOp12) roaaw As ae161btiala' mwdn oM geu0 °nq Mda d Ib. to 13) iW arts _,— d Oaldr b udsrs • tam dd bare a oaei b• gopd dmro aApl•e h woad pNwA AfN 0-i20.Vl as doc6aoGnF14) unlobloch l MNM dadrd 0 IM bodigp hsofl+i q.+6rC - AaeW r.rlwt lose + lala•ah1 bd s IA Sar. WILD and SW. bd 16) is wre0aW add Idote cot 90M as •d• loud ban NA bw W AD" ie) Fbr her brqtIm vol dMm W ab had from ml lupin Iv Or shaso. 117 Sap boa as arabamd do ft bda 14) 56s bads baud w n PopM7 *ip arau¢4rds per Aa WO wda AD 31a q) rrN b1. bab IROY) aMr• 01•idld 9r• d driwl SEE SAFE LAMK LOAD TABLES FOR AOLOADlWRATWD p5'1'ilr R EWF00 CW Q161U) FULL COURSE 1/ Y CLR IV^; 1) 15 RMAR FOR If Was 2)) 15 RMAR FOR It URMS CR40 or GM SAFE LOADS FOR 4" SOLID LINTELS Wr- Ca•n GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRE(YST 1180 4'- T (481 PRECAST 959 4'- r (541 PRECAST 789 5'- 10'(701 PRE= 460 6'- C (781 P MWr 360 7'- e' (907 PRWAST 260 9'- 4 (112' PRECAST 156 10'- 0(126') PRECAST 116 12U8 Cgi1f1• CR4R( UPLfFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42' PREf s 687 371 4'- 0• (487 PRECAST 597 320 V- 6' (541 PREGT 529 258 5'- 10'(70' PRECAST 407 148 6'- 6' (7e) PRECAST 366 118 7'- e (901 PRECAST 280 87 9'- 4 (1121 PRECAST 187 SS 10'- 6' (126% PRIZ'AST 152 4.3 12F8 12F12 12F16 10) RA . RA Rand .• .•` 11) ldloa Ibld •MM Mar to bs boded d tW b•Ibs of IW Iblr m'4•• :i; %. •?, - ' i • .f . ti i:. „;,'. PRaDUCT M'ISSO 6U8 8P6 8F12 8F16 women lyymmggalmlhoFloAh ftA 1+ •+' i•.. "' yIluildlurtCbb n n TYPE DESIGNATION +•. • :'% •+' . rr_ rewao. aoa/oa7am 8 1 '• '" e:.+ *' r ri; ,=ir:T •, 1 'f! 0,•ti 12F16-28/ 2Tww F. r. .;T j*:; :+-1::•,, ;•_ :,-i.7-,3;. •• 'r:'. dy q• a • •, ,.. .•1 .la.•,.Tji: %ti:ti. tr: _`•. :'.•n•( Y ::f'.i..:, 1e m Wus= VON re ulm mum NfMons j . ' .. Ys.T ej.': s(r s C,'''F. t' '. •9' ..r. owes WX • s ?; 4S8 12F28 12F24 12F20 lal r aata .• S - • * • • * i m •^"Wolb du ptotid.awldft t l d soa • • •, • • • • • •' ST -CRAIG A00 a"` 0 Ir 794 P %' •' r RWO47 NOWAAL 10M6F32 6F286F24IF20 ''' S'SQ' G`,SEERCF393M ey ' MISR* 14 or (/[/, — CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES GCW-ML• t "'••'-'-'®'^ um \h' 1 Il[ RM COSS-14 0RL10I P. MM WM SWL• ars 1 pAfG 3 1 QaO;fD Rt fJUO rL - RC Im. 105i OINlP. W7• uau 51 1 W 3 c— SAFE GRAVITY LOADS FOR S' PRECAST U-LWTELS 4c-=-*,W I SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 1 WO-16 912-18 6F16-10 WA-16 W24-10 6F20-1 5F32-10 S-6" (421 PRECAST 2332 2675 3892 5050 6145 7227 8297 7 4'-0' (481 PRECAST 2025 2313 3892 51M 6148 72V 8297• 9357 V-8' (541 PRECAST 1654 1837 3633 5050 6148 7227 SW 9357 V-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1 IWO 1831 2850 4328 6737 8297 SW 7'-8' (901 PRECAST 779 883 1459 2108 3151 4524 6654 9357 fit 9'-4- (1121 PRECAST 564 660 1056 I= 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 560 395 1270 1706 2236 2893 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 IJ'-4"(160j PRECAST 373 417 645 095 1170 1405 1852 2285 14'-O'(1681 PRECAST 331 392 ON 835 1067 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 1 SIBS 1198 1457 J) THE MIXERS IN PARENTHESIS ARE PERCENT REOCTIMS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL HOTS N0. 4 SAFE LATERAL LOADS MR A" PRFreBT IUJ I12TFIS C SAFE LOAD PLF LENGTH TYPH 6U8 61`8 RCMU S-6' (421 PRECAST 567 1055 596 4'-W (48l PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (78' PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(131r) PRECAST 139 311 49 12'-O'(144' PRECAST 131 277 44 13'-4' (16(f) PRECAST 117 723 35 14'-O'(16n PRECAST 111 202 32 17'-4' (208') PRESTRESSED N.R. 130 21 SEE CEMERAL NOTE 18 SAFE UPLIFT LOADS FOR 6^ PRECAST U-LINTELS WT.401" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-I1 6F12-IT 06-111 6F20-17 6F24-IT 6F26-1T 6F32-IT 3'-6' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0" (401 PRECAST 1225 1600 2357 2913 3470 4027 4W. 4'-C (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-1U'(701 PRECAST 931 1222 1600 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1097 1437N 1777 2117 2457 2797 7'-8" (90-) PRECAST 648 8830, 1249 1544 a 1840j, 21350 2431 9'-4- (1127 PRECAST 575 671 980 1252 1492 1732 0 2197cm 10'-6'(1261 PRMT 514 482(. 787 1121 EIM 1551 1786 11'-4-(1361 PRECAST 474 404 655 985 1213 1442 1645 12'-O'(1441 PRECAST 454 387 619 868 1093 1299 1506 IJ'-4'(160') PRECAST 402 306 516 738 906 1076 1247 14'-O'(1687'PRECASf Z85ro 475 IN 877 832 969 1145 17-4'(2081 PRECAST 253 208 338 478 535 693 80J THE NUMBERS IN PAREIMM ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE COOK NOTE N0. 4 PRODucrRSVISFn B epfrylf 0, ft NoFlmido A-" 0az' s" By\ PA E04NS ,O'•y 44 a °b'jCrRUyIS3D wlNtbeBNfdt4dh' Raids ompmuo No SEE GENERAL NOTES — SHEET 1 OF 3 ,•,+ 0'`, rIVAI- , SBFFNER W.W I, FLP.E.MNO.4475S REVISIOM OF vw 4%ps-14A... EmCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESMJHIGEMMLAWM FU WM 02 0144 G2Jm1 m Ialw AV= s." al L 0 imm 2& RI CWIC IAAIIM M - MM P0. 44M P2A1BI m MHz scr 2 OF D SAFE GRAVITY LOADS FOR 42" PRECAST U-LINTELS 4MV-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 12wa Iva-:6 0164MO-29 17R4-26IN26-20 1932-26 S6' (42' PRECAST 3428 5000 5838 7619 9352 11060 2755 14436 4!- If (48' PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'- 6' (341 PRECAST 2396 3464 5304 7519 9352 1LOW 12755 14438 5'- 10'(70' PRECAST 1612 2320 321E 5234 8487 11060 12755 1443qj, 6'- 6' (701 PRECAST 13M 1986 2679 4196 6421 10032 12755 P- 6- (901 PRECAST 1136 1628 2131 3218 4676 6756 9763 9'- 4 (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 10'- 0-(126') PRECAST 614 1043 1295 1853 2510 3323 4334 11'- 4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 12'- O'(1441 PRECAST 455 878 1073 1513 20M 2617 33i3 12M 13'-4'(1601 PRECAST 359 767 920 1294 1709 2186 2743 14'- 0' (166') PRECAST 321 720 p 865 1204 1584 2017 2451 17'- 4'(2081 PRECAST N.R. 4514 631 681 1141 1428p 1710 19'- 4'(23n PRECAST NR 343 477 700 926 1152 1380 1 THE NUAM Oi PAWOKM ARE PU Nf RFIDIMM FOR 9M 40 F070 AM R11OW. SEE t09tER0. NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2' RECESS DOOR U-LINTELS Oior- 40041n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12R06 1838-2e 12BFla 12181a 18- 171J22- 12AF26 12Rf 4'- 4-(521 PRECAST 2538 2042 5468 7564 9640 11669 13679 13M 4'- 6' (541 PRECAST 2JL9 2740 5468 7584 9640 11669 13M 15619 5'- 8' (681 PRECAST 1347 1841 3555 6325 9640 11669 13M 1567% 5'- 10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 6'- 8' (801 PRECAST 1 924 11430 2833 4415 6884 1 I 14 7'- 6• (901 PRECAST 703 11203 12M 13494 15259 7922 962!d 11329, 9'- 8- (1161 PRECAST 1 389 1 843 114514 2157 1 3203 4 4427,j 50 7,1 6380 1n TM NUI®EFtS 01 PAWMEM ARE FER W Ir<DtICM FOR GM 40 Fil01DW0 1OO101 SEE DE M WE a 4 1M SAFE LOAD F LENGTH TYPE 12U8 12F8 RCMU 3'- 6- (42' PRECAST 129614841 39.33. 4'- 0' (48' PRECAST 1295 4841 299 4'- 6' (341 PRECAST 1049 3922 2417 5'- 10'(701 PRECAST 681 2547 155 6'- 6' (781 PRECAST 579 2187 1 7'- 6' (90r) PRECAST 474 1771 914' 9'- 4' (1121 PRECAST 355 1326 58 10'- 8-(1261 PRECAST 306 1143 454M 11'- 4'(IW) PRECAST 278 1041 35 12'- O'(1441 PRECAST 260 971 3 13'- 4-(16n PRECAST 229 857 278 14' 4(168`) PRECAST 216 609 251 17'- 4'(20n PRESTRESSED N.R. 833 16 19'- 4'(2321 PRESTREW N.R. 1 534 130 4'- 4 (52' PRECAST 4'- 6•.(541 PRECAST 5'-' ( 68' PRECAST 5'- 10'(70 PRECAST 6'- 8' (So PRECAST 7'- 8' (90' PRECAST 9'- 8' (1161 PRECAST PROT) UCTRg A" F ht oPAti., X X. le SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS o"' 4wn SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPIe 12F8-21 12F12-2112F16-21 IMD-21 rMA-IT 2119 2-21 3'- 6' (421 PRECAST 2752 4287 5613 69J8 8264 9589 10915 4'- 0' (48' PRECAST 23M 3721 4872 6023 7174 8325 9477 - 4'-- 6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10'(70) PRECAST 16M 2527 3310 4092 4875 5658 6441 6'- 6' (781 PRECAST 1444 ZZOJ 2972 A 3675 4378 5081 5784 7- 6' (90' PRECAST 1267p 1787 3194 380601 4417 5028 0--' 1' (1121 PRECAST 1028 IW MS 2590 3087 36 4079 10'- 8"(1261 PRECAST 920 947 1612 2?B1 2764 3209 3653 lI'•( 136' PRECAST 10 829 U04 7 2/41 290 3384 lY- O'(1441 PRECAST 614 753 1269 1788 2201 2618 3032 IS- 4'(IW) PRECAST 678 633 1057 1485 1826 2169 2513 14'- O'(16n PRECAST 622 586 974 1365 1679 1993 2309 1Y- 4"(2081 PRECAST 434 427 695 964 1182 1402 1623 19'- 4'(232') PRECAST 366 370t S23 917 1002 1187 1372 IQ THE R AMM IN PMUMOM ARE POEM RO70C®5 FOR GAOL 40 MO AM IO; M SEE 060K NOR M 4 SAFE UPLIFT LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS tMIN- tMI". I SAFE LOAD -POUNDS PER LINEAR FOOT 4'- 4- (521 PRECAST 1626 2685 3748 4'- 6' (541 PRECAST 1558 2582 3602 5'- 8• (6n PRECAST 1210 2042 2850 5'- 10'(701 PRECAST 1173 1984 2769 8'- 8' (801 PRECAST 1020 1538 2426 7'- 6• (On PRECAST 904 1226 21 7r ( IIS) PRECAST 1 703j 771 a 1472, IR0® EIIS w PARt1N M ARE FwW RmUC11010 fOR f MD ADOEO MW& $EE 0MVAL NOTE N0. 4 VROD= REvisw DAft IDtUoFImWa Aew W.No 0 0 .03 R1 6324CR519 -._ wwCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FOE am MW-14 1 OADTO on aw AM41W I T-M. ILTA MIAMI-DADS NnAMI-DAbE COUNTY eEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mviv.mian idade 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 AHD, 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 -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 Lintels 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 ,tune 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E.,/M.S. M1AM •DAIREbE COON NOA No. 17-0821.19 Expiration Date: 05/21/2022 b9 /ZglZe / 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], 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], 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 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 #58A66332 dated 01/28196for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #844120749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. roy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 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, perASTME-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: L 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. t -,t/, 4. - C Helmy 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-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, 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 # 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. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitling, Environment, and Regulatory Affairs, E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMTTED 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 ofRegulatory and Economic Resources (REP). 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 SUBMTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural lexuraltesting 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 01/26117, 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. I&,(,) A , 4 ClYeimy A. Makar, .E Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date. 09/28/2017 E- 5 Cast-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). 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. e]my A. Malcar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/2l/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCTREVISPD a e,mWty t6 wilh tho Flor"' PAODUCTRm aWaD y G'otkvAOlho Pkefdtt Dttlwhttom. , Z .14 017 amQG No Mooe P210AMB/ r MM DY OOat U4MM M rt[2 sr uetrn frrtiretssEv h.11Vrn 1 jRAJt.- L7U3I:j 01poKyW umwmrnus RRUP LS STIRRUP DETAILS --STI, DETAI T. fi" PRFSTRESSED U—LINTEL fESCl1[:' Ila ii/ VF L'`.1[fCii VEii...lQfriClFfc= 6 Si[3I Li7D z A ir.1m fiCoi f:IllL1 fHE1 Dc l!..tl O ii Dr L:7 f t]G Q 1GYt• 10 17110". 5==, OFL':. I4r OmCJ ff`iil 8" PRECAST W/ 2" RECESS DOOR U-1JUM DATA TABLE f!!, Lll• arm ii'tlr Ti:I M 1 i(li•r'11:1 17 rr- i, t{^,'I;1v.r:,rrrc,rr res•,ru( L`lii;f7 7Y r Alim[ I mLT?L1®C I}I D1F C1iCPL1 FiC•] I ii E C'Y m fi1J L" :J T.K"r?!.: VLEiL'l F]GCJ f:1L1 tf rICJ E rLr f_-.1 l 11 fli:LPil Vli:.l lG•L71.<Rli ICr.> iFGri MA V"NA RUuJ lW2.io©af[>• faGJfY F CN flil"rcr•. ME" ALA' Llclml.Ms f C JijCSa[[T T'.lQ)•I IJRitS„'f T'.'.:'C i1f`J!]t7 laid ER, FEWER, 1.r:1t::rl.7 I,'7 of m w .Oren I" te¢0 tsr • r.amr. m ettu Ala • A_ ++rL f 9,06n um. r, mn eMl :• m OHM Vwx en x aP"r. mi a t 1 6Lr r t ' TRO Ro110mw Prom m o fetIE00 M PXMW ~AL II It llo om rf Cofrow Lm " cum a MOO= = ®I'OtVlw F T rWe W aREd s7a WX Awl ANaI A. K 0. IOIC m rOTAL OIIOd a tea amwimsTAl1010MOILomll AIOA a eWi w AsiY NIk7/ls as ootYou llatY t011-AWN ItOlmLllO RmDIRo oiraIramratCM CAOD lat tSArlllt MUD ASN A11a w ROOmI 416 90 I f1AtVlf 1 f.. 4M rV = toll fAR ca aftcaramALL R ft rom. or fatYf wnw IOW m FK= t ow IONS. W = 6 1W C ViD EI IrQI 7. WM FKl= ORa OA + It. of fQS® VOFL tOINta50 CAaf rI. wy m0_areia a pwmc m m tam UrWW Om WMW IRCM E s •. T'RODUctQttvlAm a e0 •tvnauPbaae Ame( mmi b oj 03.e2 Cm PAFAWO Cl Tt C ID@ UmtDAu • q.e16 i4 Oftjq s •p ' LP.E.LIQN0.4M CAST— CRETE 8" LINTEL FABRICATION DETAILS of RAPP GRAVITY LMDS FOR 8• PRECAST a PRESTRESSED U4JNTELS 40040,11W SAFE LOAD -POUNDS PER LINEAR FOOT TYPE IJeNCxIH ill" 413- 11 Er12- 0e iv isR4113 5r1e- m 57m•a9 eras- 16 n4- W 424-- e aPt" etra- ls ef32- o11 SIU- 1s S4 ( 421 PRAT 7231 46u tlm 90031 30c9 6m 7511 U74 em41039 f4 IleO9 4'- 0' (481 PRECISE 1966 mi 1 4a90 194t 7034 elm UILI 1176 7547 U74 Im94 I= 43' ( 54 • PREGIiT 1e IM 2110 3753 457E 64M 4224 219 4375 75a 4875 1=4 IISW 5- 4' 64 PRMW 1217 l3H 1438 z5W 31D 3M 420 ISO 1 38111 1 9165 1 75470 Mid SM 1011711 5'- 10'(TU7 PREiASI i0112 1105 IDS 1437 0 2349 JOW 31A 1461 1 M2 1 4360 1 7108(d7isrd mist. 8- 4- (IB'j PRFGhST 908 t2F1 21 3W1 3w 4303 WII 123i 2177 3440 53a1 mw 4W 7- 6' (9 PREf'/ST 7. toil rra 24R 2698 3191 Sus Mil 17a 1 I IM Sal 0447 6472 e'- 4' (I t27 PRECAST 55/ m 11W IRS 224 34al oto 3102 7lt 110 lea L944 340 pow Inn IG- 6'(126")P1gGlST p5 on IF- 1247 2w m 2163 ON 44s 111$ 15M M3 an X43md 4J4 11'- 4'(136 PRECAST J62 az to taw ta14 240 41V 4004 19 043 1305 1448 2423 31V 40M r a' 141 I'RECJST 640 873 1254 1564 2W IMM Mt 540 V3 1 1254 1684 2W oOf 3552 17- 4" ( 1 PRECAST 296 i71 755 1073 1425 Io7o 2316 t067 al mIm5 N2o tax 2J18 2W14'- 0'(1687 PRECAST 279 i Tm ZOOS IRS Im SI27 2W441 70410021721IMSI9967014 - 8' (176'J PRiST SED N R fill fill SR m Is 1 wt a 459 7m 1370 IOU ZH3 2117 27t2 16'-{'( 184') PRESIRFSSED NJ; 1R Its 5s 5a Ne Im Hit 4n 710 120 IM Sm8 2JN a13 17'- 4'(208' PRFStRESSED NJL la SA as 518 15O ISM law tow 21a 19'- 4'(?32'PREST[iESSED NR. b1 SO 1U Lot RR KK IN 235 420 TW Illy) 1202 1515 D16 21'- 4a(2551 PFESIRESSEO NA t 594 4W 1 N 13. 1458 21f- 0(264)PPMREM NR, MR go m MR I IW N6 90 754 11 1?65 130 24'- O'(28r PRWRESSED N.R. 4R 16I tit NR 1R to 3D 450 054 014 to4Y lSO SAFE LATERAL LOADS FOR ar ® rJfemaeeeamcocmf l/J IAI7FlA . SAFE LOAD PLF TYPE 8U8 1 6F8 R CMU3'- 8' (4n' PRECAST 1025 1024 1 15W 4'- 0' (481 FftEf W 765 1 763 1309 4'- 6' .(541 PAXW 592 59l 1073 5'- 4' (641 FITW 9r 411 411 7,0 5'- 19'M FR&AST 340 WA ID16 r- 6' ml R2mm 507 721 490 r- r (90j PRMST 424 634 383 9'- 4' (1121 PFWJGr 326 • 512 230 IIY- r(i267 PREdl4T 284 401 ISO ll'- 4'(W)PRECAST 260 432 154 12'- O'(1441 PRECAST 244 402 137 13'- 4' (160l PRECAST 217 324 110 14'- 0'(1681 PRMAST 205 293 100 14'- 6'(1761PRES9rl= N.R. 2$4 91 11- 4'(164') PREStRESSiD N.R. 259 53 11- 4 (2081 PRESIlaF W N.R. 194 64 19'- r (252) PRESTRMU N.R. 148 62 21'- 4'(Lti66'j PATS T00 NJL 125 42 2r- e(264j PRESIREW NR. 116 40 24'- O'(26n PRESTRESS® N.R. 91 33 vel' F Ilpl IpY 1 AA11S FAR 8^ P7zECAaT& p;tmRFH8FD U.LmTE19 4C4vl+ aW SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH us- rt as- 2r sm-a ano- 1r ono• zi un- tr Sno- 0r M- Ir am- az U21- 17 azas aa2- tr SIm- 2r 3- 0' (4i°1 PRfi91ST m z857 4 4m 5753 Foal ISO 1 20 SW 4394 OW 02 1 1001 4'- 0' (481 PILE W AW 2305 W10 MIS 45m GM SmY 1W) 2305 3060 MIS WO 6323 SM 4 - 6' (64' PRR3liC 11117 20m 21m 3373 4w 47I IAA my 2040 27m 3m 4w all on 6, („ Pi3l5T IOIa nl• 227a glue 3w9 320 4w lots Ole I W5 2a36 3339 a 4312 6'-18'( i01 PRI3IXST 504 283 J 4133 m 15e1 1 2m 1 2553 J Ill 6,_6" ' PRED15f 1 w 2324 Mi 37ft W 14or I loss I Ins 2m 1 3mm1 1 37@ 7'-8' ( 901 PRECAST 7270 1 t$Nrd 2073 242fird 20ad 3117E 717 1224 feu I ion too ta27 me 9'-4 ( 1121 PRE= no 711e IlUlmi 1474 1815 2 35W ml Sit. 1316 1 ISO Im 2m 10'-6„( 178 PR8'AST 5m us 916 ffwd Ills 1491 f1Js 2011 5A 093 IIwd 1472 Im 2035 2349 ll'-4 ( 1367 PRwl1T 1174OWN owmi f037 177 1313 175) 04 W7 IMW 1043 Ills 21g Ir-0' 14aq P,iECJLif 1 470Ma Mu Wn It 13e9 1559 470 911 1 9ofti 1302 16W 15191111 2075 13'' 1 PRECAST 41e NO W7 76 964 lie 1323 424. 4W 7oD 1139 14 I tell t4'-O'( 168'% PR AST 3e4 355 6W 7'H ss9 loll tfm 410 473 M 1063 112 1052 1407 1C-E ( 176 PRESIRESSEb a0 a2 ems 6Ie 1131 245 m in OW 1303 515 1734 15-4'( 184") P 23D 313 348 466 01i IV sm 7W Iz Oil 14W 1054 o 17'- 4'( 2061 Pf6571 M) 192 306 sa0 74 21 19'-0' ( 2321 PRFSIRRSm I. 2L o3 345 420 447 M 5w o/ 7a 17V 21'- 4'( 26 PRMMM 142 701 J111 3Q oD sae 665 142 L12 m w m On loos 22'0 ( 2641 PKSTRi;-M ISM t97 34a 379 44Z 2 5woM4 out,137 2z33sesU444924'-O'( 288' PW RESSM 124 1 7E7 342gq JL$24 4RZgf se7 IN 7JJS 319 4fl 11 757 Vo 1HE NUIGFRS W PNOGHESIS ARE POWT Rl00C=15 FOR GRADE 40 SEE OE7k71A1 N01E R 18 ON SLEET 3 OF 3. L!) T F RELD AODEDROMSEECOOKNOTENO. 4 ON SW 3 tk 3. RiDDV1:r J' a1 mDUCifi8 oyinlVh floAdaUdWIM Code mw,*Ybj t!hoaOw a sdwm co& OZ27•Ig A-q, i 71 B7 2, E2Z" T Oy rr rr MFRII. t407ES - SHEET S OF 3 i m AIR YiJ11i711 IRDU611W14 ILIA umm 1U COWL WE 0. 4 ON MW 3 OF a fl440001'116T1t1flD OO e A16sl7Wda • T .CAA18PAiWNO r 6924Cfl679 O\p.` 86fHlii. R. SW ,. R-PEUC. N0.44768 2ETE 8" LINTEL FABRICATION DETAILS cm n wmrum a-nla44151 =a wm= gNIIO 011 l> tAl Ptitim, K - Q0. O lO3l =0 9& 104 1111Q 1'. Or 3 B SAFE GRAVITY LOADS FOR 8" PRECAST WI2° RECESS DOOR U4JN7ELS lom- v"V SAFE LOAD -POUNDS PER UNE AAR FOOT TYPE LENGTH BRU6 w" nn ovl an"llr so- 01.6-10 W*- W14- GWWI OdF22-1 W211-to W30-ta 4'-4' (52'j PRECAST 16S IL41 3255 0 4119 5421 6W3 7567 Teel 3®9 5m sm Am 9476 10sm 4'- •i8a PRQaLST 1494 1500 3n03 29e2 316E 494E W4 6904 1750 3w1 sea eat Wo 1471 10effi 5--8' (onPRECAST 886 IM 1716 2377 21 0 3i 0 1117 24a1 4567 ON 00 7617 113tlad 5'-10•(701 PREPAST 810 059 162 IWO 2TY4 2649 3174 3m 1113 2302 1.4242 M 7 0700 PREGIST 791 601 la 31m 5040 7747 044E 730 owIe20 3 s040 79F5 IW 1 7 i' (90•) PRECAST 669 m 1490 2459 377E 11743 7239 5023 7m, 1470 2459 3776 67A I 9'-W (118'PRECAST 411411111 196 Im 2233 310 409t 3146 676 esl 1506 1 2257 1 3129 40 56/1 URIATERALLOARSFOR uaorear.d++ rmr.Ksa noon 1u lmrda a V"' SAFE LOAD PLF LENGTH TYPE We 8RF6 R * mU 4'-4% on pREC4ST 758 757 1164 4'-0' (541 PRF:= 694 693 1073 5.-8' (6n mum 408 407 055 T-10'(701 PRECAST 382 381 616 6--8• (801 PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9--r (I In PREols r 370 490 214 THE NUMBERS N PARE RFIFSIS ARE PERCENT REDUC110NS FOR GRADE 40 • SEE GENERAI. FATE 18 FEW ADDED RDWL SEE GEWR& NOTE NO. 4 IId1dArM ly YeBoA m1 rdao a.! yw9t}• w airaa a Iha am 4 a adab C prva1 o prelp.aed OpA• 6000psiN a M U)1L aYtr mka 4 6akfr IadfOA L WYO akdr i .m7! da b. a d d= "od is s fdm d0 or omrwow a0F"eie•.w mlaodu• droepr7 I ra• M11 1Q dd IaaM odkd a T .,,r,,,//1 Irw•rM ado 4'a4. 270 roboamIntldNuterASOI emt m0"Uor6 Apdfd V__IW+ t lA 7j Al .rb hod .W , dedrrm 41wh d llralY6 70f 61ti.40 MI64 M I Q W omp19. qld M®hb at .Oma onaia hM Gam r•d ra 6dp16 ahra6 0 1 IQ d7•i rdd ba40a at OwR bb ab hod ban n•d bolad 7di0 dn- 3) Wald ed apd.( Id ad k.d J" 17) Wo b.6 a. apabga.d •" W bda mtv oya peml wdA;a,pr'3a4FitsWoma ,dwc g It) sda bbobWd o rq%W wavy rdgwn670 OW 34 l m awmn R7A A101 !d d d.Or pAnto) wAAala i wiwdd oway idd \r aYaa 0+ fitrl S1a db1A' 10eiead Q pFatiftddfMalao Md ya, 616 A' ad lash mab 0pa oyya6dd. fVi {y00oddaddb4ee0mra mu6q ° Rw= Rm4 ww 0.0. Seeidp 16d1i1 w d00abkltn rhdb mft os-*w*fv6 aib :M fikaftaxle Q Slan 64d Qdm o tspdwL noapame vo ° 22 7) Go JET r6w pd7 b dd&jb la a. bm 1S nbw G1W° Q . M dn4 ideaala04l .mt rmy0r n'00a rdalddaf t7 Q an a l .row aa,ab w 1.6 4ws w wb 1.d WO byle4m atmman67r7mdwmtSoldaydd-ah wa an of i9re. 10 BA • Ib1 add 10 adlm Odd .6 (dw b N bmw d o'. bra® of Oa lad..AF I/2• C1R 1) SIX SAFE I "& I" fOR= 640 mFORtwo ROM ootm 115 f EORSODARSAFE UPLIFT LOADS FOR 8" PRECAST wF 2" RECESS DOOR U-LR TELS 410RY- 41wm SAFE LOAD - POUNDS PER UN FAR FOOT TYPE LENGTH 11N- Irmo 0-1 e9P14-I 6-1 n 0RF20- MV-11 W11- V G010- W14-2 9MM - OR2Y- m- wm_ 4'- 4' 15 / iss 21R 05E 33751 4445 OHO 005 ium W 1 3= I 4445 140 4,- 8. (u. T 04& r? 9 M 3W 4175 00 01109 140T 447E 4741 5'$ ( 6n PFFGIST 328 am 33a 3911 3H 2654 no 3111 5'- 10•(70j P17f.W 122m 2775 3700 2199 M AA 0 2799 6,.( ST)PRECAST j6WM n19002421 2670 30 ID1/ 10 Nt 2ID6 33291'- 6' 90' PRECAST 21 2f00 26QP1be96r763 2166125P21669-- 8' (1161 PRMW 0122! 1N1 101301 2016 3331 1) THE RAIDERS N PARDI0ESI8 ARE PFRCFHT REDUC1lOF1S FOR GRADE 40 F UD ADDED RMVI, SEE f>11m1A1 NOTE NO. 4 TYPE DESIGNATION Fm1 a F8F16- 1 B/IT Lunm lt• "i J 0I 5 xmRu 17000 Imo a t6i 3 ' • 15 Y7E16 Q wow a OFI1011um yj7 • d 4• PROOtICT RQVLS[Y) ACaOd 1 w cw swive Noll,Itmewim7R=crAuvM 0mrteatvla6 ? 44 i OmMmm.7ndrro. U-0 As •.. O 1pF•' yJ fbfarr IDhtallmtkl0 AOZ 16 / CMIOPARR@IO d I - '•, R • p` MCR679 R3 FABRICATIONDETAILS rtr.:Fa1r:>s66dslr ia:aritc+c al wiri:rc7: .,,:. . tY:a: r t;iir.lr•I•Ii+11.-I+.t sr n.:n •-;, ;\:'i;•-:;+i;. rota rrr3: I:71; 37r,1a; Y4Zvlrt7 ny' _ NMI- - It.e.[ rfaa7;lldHaq'/ri r I 1. Business & Professional Regulation r i r BUS Home I Log In 1 User Registration I Hot Topics I Submit surcharge I stets & Facts Publications I FBC Staff I SCIS Site Map I Unks Search byakr a Product Approval USER: Public User n:arrsr +,. hY:cN in Product Approval Menu > Product or Application search > Application List > Application Detail FL # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. v• Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Independence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II CemPlank-Installation.odf FL13192 R5 it ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 R5 II NOA 17-0406.06.Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- 0406.06 13192.3 1 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: Installation Instructions FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS II HardiePlank-Installation.odf FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathlno.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192. R5 II HardieShinale-Installation. Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 I HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 11 ER RIO-2685-17 Shinale Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 1I ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 Il ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 R5 11 NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II Prevail-Lao-Siding--Installation.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.Ddf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Dack roert Contact Us :: 2601 Blalr Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F S., please dick hgM. Product Approval Accepts: EWF& Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREUIL. MULTIFAMILYSIDINGPRODUCTS ap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE,_ VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE 8-HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bull Carry P 9 1joints. Car planks on edge. Protect edges and comers from breakage. The manufacturer is not gresponsible for damage caused by spa" station so that wind will blow dust away from user and others Inworking area. 2. Use one ofthe fotiowirgmethods- a. Best i. scene and snap II. Shears (manual, electric or pneumatic) b. Better: L Dust reducing drodar saw equipppped with a Ha demsawbladeandHEPAvacuumextraction c. Good. I. Dust reducing circular saw with a Hardleblade saw blade only use for low to moderate cutting) Cut only using score and snap, or shears (manual, electric or pneumalic). 2position a"station Inw4ventilaledarea NEVER use a power saw iMoors NEVER use a circular saw blade Out does not carry the Ha eblads saw blade trademark NEVER dry sweep— Use we[ suppressimaHEPAVacuum Important Note: For maximum protection (lowest respirable first production). the Manufacturer recommends always using 'Besr level cutting methods where feasble. improper storage and handlingof the product. NIOSHapprwed respirators can be used in conjunction with above cutting practices to fuller reduce dust exposures. Additional exposure Information Is available at www.prevalsidng.00m to help you determine the most appropriate cutting method for your job requirements. If concern stud exists about exposure levels or you do not comply with the above practices, you should always consudl a qualified InndustrW hygienist or contact the Manufacturer for fuller Worrnallon rcourrs GENERAL REQUIREMENTS: Prevail"" lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail""' lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationlsheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulationlsheathing. A water-resisfive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevail"' products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1' - 2' clearance between Prevail"' products and roofs, decks, paths, steps and driveways (rigs. 4,5 & 6). Maintain a 1l4' clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end caps. Malntaln a minimum V gap between end caps and siding Figure FI 1 Double WallSingle Wall trim (fig.8). 9 Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier lel-In era, Adjacent finished grade must slope away from the building In accordance with local plywood or 24• o.c. max. building codes - typically a minimum of 6' in the first 19. OSgdng Do not Install Prevail"' products, such that they may remain in contact with standing water. Prevail"" lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. For larger projects, including commercial and multi-famly projects, where the span of the wall is significant in length, the designer andlor architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin ' Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.oDm. INSTALLATION: JOINT TREATMENT Required for Factory Built ColorRnfsA, Recommended for Primed producq It is not recommended to use caulk at field lull joints. Figure 2 water -resistive barrier joint hashing•• y o planke ge oo waterteslsUve Val baffler Irrsla0 plalrke m modem a contact ° 0 0 °° oo°Install 114starter strip to o o ensure a consistent plank angle 0 0 Install factory finished edges together at butt joints. \ leave ap wopdale gap between planks ar* him, then caulk•'• As required by local building oode — Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Preval' O products contain respirable crystalline silica, which Is known to the State of California to cause cancer and Is considered try IARC and NIOSH to be a cause of cancer from some occupational sources. breath bg excessive amounts of7n, ble silica dust can also cause a drsablfrg end potentially fatal Tung disease called silicosis and has been linked with other diseases. Some studks su8gest amokNg may inaease Urese risks. Durucatnahandling:bode and duslredudrgr sawattaca HEPA vacuupprncaovernmentgons and murer ins Wdions to furtherIlmltrespirablesilcaexposures. During deafwp, use HEPA vacuums awet deanupmethods -never dry svreep. Fa IuMer Information, refer to our Inslallatton Instiuclions and Material Safely Date Sheet avalable et wunv.prevailsiding corn or DY calling t-677-236 7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmmor PR1007•P114 7H0 1 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail'"" products surfaces, flashing and counterflashing requirements for clearance between the Prevail i°-products and • afid'dei;king material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure s driveways. Provide a 1" - 2" clearance between the stud 1Bt roofing and the bottom edge of the water -resistive barrer Figure 4 siding I resistivebarrier siding and trim. Figure 6 I t concrete 1 foundation V - r Vantage"' ^ 6' min. lap siding Maintain a 114" clearance between the bottom of Prevail"" products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4• gap asldln culk flashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and rap FASTENER REQUIREMENTS" fascia deck 2- y r-r Figure 9 , ;. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects 1' a sidewall. The roof must be flashed with waer l r. m 4 step flashing. Where the roof terminates, s wng install a kickout to deflect water away from the siding. DOWP It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing' To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail" m lap siding products. Face -nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" l O. C. max. stud 24" Figure 10 Figure 11 "' 1 114• min. water - resistive O. C. max. overlap Minimum overlap I barrier r.• - 0 for Both Face 1 0 blind nail and Blind Nailing $ 1 1 , I 1 a/a•-r , 0 1 • min. 1 1/4" N face nail 0 overlap 1 1 I .N+r r J - ` 1 w. fy+dwr• ^-- '• water -resistive 1 water - resistive ;ti' 1 barrier 1 1/4" min. ` " barrier overlap ' r Y , Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.flcordine.com. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 521 Countersunk, Caulk il add nail IRA do not under oo "oT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM' products. complying with ASTM C920 Grade NS, Class 25 or Prevail7l' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail'" lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL""' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING Number of 12' planks, does not include COVERAGE AREA LESS OPENINGS so 1 so = too sq.rL) 1 GUIDE waste 5114 exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL" LAP SIDING WIDTH 6114 7114 712 8 8114 9114 5 6 6114 6 314 7 8 9112 8114 12 10 314 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 100 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Codee Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. All rights reserved. TM. SM. and ® denote Additional Installation Information, trademarks or registered trademarks of JHTL. Warranties, and Warnings are available at www.prevailsiding.com PREVAIL MULTIFAMILY SIDING PRODUCTS P4l4 7110 CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: 1 Documented Construction Value: S 2-wq 25 Job Address: 3b-16 l00-N LcA-n,P Historic District: Yes No Parcel ID• Residential R Commercial Type of Work: New ©' Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Pains 5'e4' — 6s, Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? City, State Zip: Contractor Information Name 2 Phone: 2-:—ZLQ -3' Street: !J _401 rZa Fax: LI O ' -- Z tq u - y Ll E City, State Zip: Ur-iL-tctr,314,Xly State License No.: C. 2 o Z 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 YO 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 OBTi 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. 1 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc 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 NpTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may hfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watt management districts, state agencies, or federal agencies. Acceptance of permit is verification that [will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y of the executed contract ir The City of Sanford requires payment ofe andlanw e time of permit submreview cons delred the estimated construction via ue of the job at the time ofrsubmim in order to calculate a plan review charge it is issued The actual construction value II Should calculated charges figured off the executed ent ICC Valuation Tabin exceed the actual cons accordance with local ordtnanatruct oovalt 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 wbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of ownedAgent Date Print OwnedAgent's Nstne Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Con vaetodAgent Date 1 — Print ContractodAgent's Name, t-2.ui c!'. PAT SUSI oAy COAUS&M a FF 120M EXPIRES: August 25, 2010 eomkd Ihm raw y Pant um awdeta Contractor/Agent is V Personally Known to Me Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Pennit Application Revised: June 30, 2015 4 r 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road • Hudson, FL 34669 Valrico, FL 594 • '-. Orlando, FL 32824 vrwuw.RJKlelry.com 813.661. 33 .. 407-855.2636 State License tt CF-0O20 727 863-5486 Page: 1 OR.J. KiELTY Proposal No: 717-13533 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly -1827 Lako Mary FL 32746 $5,925.00WeProposeherebytofurnishmaterialandlabor - complete in accordance with specifications below for the Sum at: Payment to be made as follows: 40% Rough In 309'o Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Arty alteration or deviationvetheestimate. from eporificatlons belay involving extra costs will ed only upon written orders, and will become an extra charge *over ndivaebrroce. Our workers are agreements contingent upon ; Mg= dbe our control. Owner t9Z9 mado. a ottrer necessary covered by worker's compens(1t_ " r f7F_I AUTHORIZED SIGNATURE: THIS — PROPOSAL MAY BE WIT DRAWN IF NOT ACCEPTED IN 30 DI We hereby submit epecHica6 Master Bath Sterling Accord 60x36 Base 72270100 White WithWalls And Moen Chateau TL782 Chrome Valve 1ShowerGerber Maxwell 2 i-9121.28 White Elongated tToiletBy Builder With Moen Chateau 64925 Chrome Faucet tLev2nd Bath Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1TubGerber Maxwell 21-912 1.28 White Elongated iToiletBy Builder With Moen Chateau 64M Chrome Faucet tLevWitcher; Sink By Builder t Faucet Moen Integra 67315 Chrome i Disposal ISE Badger With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Hester 50 Gallon Electric NOTE: Backtill-rng Included For Sewer 8 Water Only (Slab Backfilling BY Others) Bachilow Preventers Included EXCLUSIONS NO Permit Fees Included _ hater Piping In: CPVC 40' Sewer Allowance; Additional S12 per loot 40 Water Allowance; Additional $3 per loot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The aboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made r outlined above. agree to per reasonable feet or requfees ires court a costs in the hterq eventale al extra .A monthly service charge of 1 112%will be added after i days Y deeper SIGNED: qmDATE OF ACCEPTANCE & PAGE 2: /r Branch: Hudson t Edit By: Last Edit Data: 7/27/2017 F 111 f- 1) r i"A 11 I'M r N'l Building & Fire Prevention Division PERMITAPPLICATION Application No: )W v r / Documented Construction Value: $ 51,000 Job Address: 3878 Loon Lane Historic District: Yes No Parcel ID: 17-20-31-502-0000-0980 Residential 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 Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Name Street: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property?: No Contractor Information Brandon Gibbs Phone: 407-630-0119 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: Address: n/ a 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: 61° Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application JP .' 1% NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current d the executed uation contracintexceed rhct attheeactvalcooe the stluction valut isissued, e accordance with local ordinance. Should calculated charges figure 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 bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date I 1 Print owner/Agent's Name Signature ofNo of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contra ctor/Agenate t ateUN1 arcaonebbsPrintContractor/ Agent's Name Signature of No of Florida ale Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Mechanical Plumbin Gas Roof Permits Required: Building Electrical g Occupancy Use: Flood Zone: Construction Type: Min. Occupancy Load: # of Stories: Total Sq Ft of Bldg: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMNENTS: Permit Application Revised. January 1, 2018 i CITY OF SANFURN."" Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3878 Loon Lane Historic District: YesF—]No Parcel ID: 17-20-31-502-0000-0980 Residential l Commercials Type of Work: NevR] AdditionD Alteration Repair Demob Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title:Director Phone: 407-630-0119 Fax: Email:brandon.gibbs@reedcm.com Name Street: Starlight Homes FL LLC. Property Owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State zip: Lake Mary, FL 32746 Name Street: Brandon Gibbs Resident of property? : No Contractor Information 146 West Plant Street, Ste. 240 City, State Zip. Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: Phone: Fax: 407-630-0119 State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: EC13008106 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 OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 61° Edition (2017) Florida Building Code Revised: January I, 2018 Pennit Application o NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y of e executed The City of Sanford requires view charge ofrge anlan review fee at d will be conside redeed the estimtime of atted construction vamit submittal. A lue of the job at the contract time of submittal in order to calculate a plan review arg in The actual construction value will Shoulbe d bargebased on the s figured off the executed nt ICC Valuation ]contract exceed they actual constructionn valueaccordance with local ordinance 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 doneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of OwoerlAgent Dau Print owner/ Agent's Name Signature ofNoury- State of F orida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID ate ? Signature of Contractor/Agent . z Print Coniraetor/ Agent's Name 4 . s S1` 8 signature of No of Florida ate a Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical PlumbingEl Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BiTILDING: COMMENTS: Permit Application Revised: January 1, 2019 y II 25.00' S 89'43'D3' W I 0 0 ml Q30o0 ZQ O z l as O tr'r ZI I o V W I T/_PC1p w Building Setbacks Setbacks: Per construction plans for 1NYNDHAM PRESERVE% City of Sanford Seminole County, Florida. Front 25' Reor 20' Side a 7.5' SPECIFIC PURPOSE SURVEY FORMBOARD) WYNDHAM PRESERVE LOT 98 P8 81. PG 93) LOT 99 yg1 I T FF 1 . 1 1 17i.---- --------------------------------------------------------^ h I 3 8' 58.5 I i ul AREA = ' 7,974 S.F. 1 12.3 Z. c LOT 98 125.3' z o 17.3 ad p I c r- 25.3' 63.5 35.; 1 .. LP PRINCIPAL BUILDING - Gn I + SETBACK (Typ•) j 128. 6 t ' S89'43'03 "W 1 LOT 97 LB-Ucenesd 13usine LEGEND:ADUSSD-Access/Droinage/UUlities/Sldewolk BFP-Bockflow Prevents, Sight Distance Easement Survey PRM-Permanent Ref. Monument Reported PCP -Permanent Control PointIOescriptloniP&L-Flordo Power dr Light lot FFE-Flnish Floor Elevation Osed Book 9-Water Molar O.R.-OflIclol Records Book pa -Water Valve P.B.-Plot Book a -Fire Hydrant Pg•-Page RCB-Reclaimed Woter Meter Elev. -Elevation ACDO-Reclaimed Woler Volvo Conc. -Concrete Coble Bow BP Brick Paver Telephone Bow SW-Sidewolk 10-Electric Box FFE -Finished Floor Elevation Utility Pole CI -Curb Inlet J7-Guy Pole GTI -Grote Top Inlet tt Uhl Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride m -Storm Sewer Manhole NCS-No Comer Sol (Fogs In Water) m-Sanitary Sewer Manhole SF -Square Feet DVHe -Electric Hondhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NNL & DISK CvDQ-Irrigation Control Volvo P.K.-Porker Kolon Nail p -Sign SIR -Sol 1/2' Iron Rod LB776B Woo -Cote Water Vol" SPKD-Set P.K. 6 Disk L87768 Cos Meter FIR -Found 1/2' Iron Rod L87768 i11xblinq Grote FIP-Found 1/2' Iron Pipe L87766 CI -slow -off Volvo FPKD-Found P.K. Nail dr Disk L87768 --- Drainage Flow Direction FCM -Found 4'x4' Concrete 10.0 -Proposed Deegan Crude No. DEMENSION NOTE: Proposed building dimensions shown hereon ore of the exterior. SURVEYOR'S NOTES: 1. Current title Information on the subject property had not boon furnished to GeoPoint Surveying. Inc, at the Ume of this plot plan. 2. Roods, walks, and other similar Items shown hereon were token from engineering plans and ore subject to survey. 3. Devotions shown hereon ore In feel and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dt finished floor elevations shown hereon on from the construction pion for 'WYNDNAM PRESERVE'. City of Sanford Seminole County. norldo. 5. This Specific Purpose Survey Is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY SURVm b 3 a r - U. m H m y, tootoaa+ , rn F In air" zi Z BUII,DING LAYOUT NOTE: Contractor and owner ore to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPolnt Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone X" DESCRIPTION: LOT 98, according to the plat of "V YNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that o survey of the hereon described property was mode under my supervision and meets the Standards of 555 Winderley Place, Suite 109 Maitland, FL 32751 Practice set forth by the Florida Board of Professlonol Phone: (321) 270-0440 Surveyors k Mappers in rrtel VISS4n7f Florida Administrative code, pursuant q•''t orLBt//7 FJoridO Statutes. Fax: (813) 248-2266 Licensed Business No. LB 7768 Aurn at GeoPoint 4: = Surveying, Inc. D. Leva" R.V OP" _ roc 15IDA's (rvYr Njf ...........». Drown: RCA Chocked:JDL P.C.: Doto File:a onFml-PkR NOT VAUD WITH I fift THE ORIGINAL Date: 05/21/18 Dwg:9re mEart_latfl6 Order No.: LUS SEAL Or A W OR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field 8k: 6 r> Ll. qzf M /0J r 18 - /C:I) 3e-*-a I -CO y -MSTING I.ABORATO1SIIESP INC. 31 S. Main St. Winter Darden. M 34787 rRoJEc r Plo: 407-656-9656 __ . ORDER MO: NEF-poR'I' NO: REPORT OF IN-PLAc3a ]:)Ews YV TESTS Vl1 , i V i tf ( ` r ! • •1 MOCTOR PROJECT ; r r' - S SPECIF CATION: s C `) CONTRACTOR " 0'7R Ad AROYS'FI1:. RESORTED TO: a t . MAX M- M MY DENWff: LOCATION: =; f PEED MATERIAL: " `/ DATE TEST: L' pMR DRY pg VSITY rmtc O it ov WaSTURE LOCATIdN DMH wr W ey. R. 1 1T 1RCMM ikLcn.R. _y N +=- 1. L! Q / f_ ( 2 C." THIS INSTRUMENT PREPARED BY: AYY1Y Lou Name.. Starlight Homes Florida, LLC Y Address: 1064 Greenwood Blvd Suite 124 Lake Mary_ FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole I Itllll tllil illll Ilttl I!I!I IIIII II GRANT hIALOYr SEMI Iilltl CLERK. OF CIRCUIT ICfOuRTCQUtpMpTROLLER BK9r19i.1 Ps 1577 (1P9s) CLERK'S Q 2018027816 RECORDED 03/13/2014 03:17:01 P11 RECORDINGF'EE;; s10.00 RECORDED BY r' i emp Permit Number: / t) I " q L Parcel ID Number. 17-20-31-502-0000- 09 %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 9 % Address: 3 31 —ao-, l..,r,t., S4.ti4,fd, V- — GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Foe Simple Title Holder Qf other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within tho 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 Uenors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different data 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. Undeftnal of perjury, I declare that I have read the foregoing and that the facts stated In It are true to th wledge and belief. CUWCM\ clime-I l c-h . a Signotrue Owners Printed Name Flodda Statute 713.13(1)(g): 4 The owner must sign the notice of commencement and no one else may be pemdtled to sign In his or her steed.` State of County of, The foregoinq Instrument was a owledged before me this day of r 2,0 by Who Is personalty known to me L7 Na of person making statement OR who has produced Identification type of Identification produced: S Shayne Mengel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 sbn"'s ip Expires 6/21/2021 10 CITY OF Ski4FORD FIRE DEPARTMr\T Building & Fire Prevention Division PERMIT APPLICATION Application No: oc" Documented Construction Value: $ 44.Z Job Address: -3b76 Lt9Du-N,S N1=r r, i.-L 3Z773 Historic District: Yes[]No[] Parcel ID: 17-20-31-502-0000- o 9oo 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 Phone: 407-886-3729 x 163 Fax: Title: Pro Construction Coordinator Email: dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH 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 IN END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby trade 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application J' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, 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 O%%ver/Agent Date Print Owner/Agent's Namc Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 01 17129116 Signature of ntract r/Agen Date 12f)har- _ut Print Contractor/Agent's Name err No" Publk Stets of Fbrlde Jessica Kline Mr Commission GG 050397 io,pd Expirest2/1912020 Contractor/Agent is Y, 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: COMMENTS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2019 Pennit Application