Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2328 Blue Grouse Ln 18-1086 Energy Calcs
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 09, 2018 BUILDING APPLICATION #: 18-10000218 BUILDING PERMIT NUMBER: 18-10000218 3 UNIT ADDRESS: BLUE GROUSE LANE 2328 LOT 52 17-20-31-502-0000-0520 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2328 BLUE/GROUSE LANE / LOT 52 / 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 1.000 dwl unit ROADS -COLLECTORS 705.00 N/A Fa ily Housing .00 1.000 dwl unit 00FIREnRle 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD SSingle Family Housing 5,000.00 1.000 dwl unit 51000.00 PARKS N/ 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 7 TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES P V MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN 1 CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Vj THIS INSTRUMENT PREPARfeDBY• Anyy LAC2-y I lfflll Iilil Ilffl fllll lfllf illlf Ilfl 111 Name. Starlight Homes Florida LLC Address: 064 Greenwood Blvd Suite 124 GRANT MALOYr SEMINOLE COUNTY Lake Mary_ FL 32746 CLERK OF CIRCUIT COURT 6 COMPTROLLER SK 9086 Pa 1596 (1Pa$) NOTICE OF COMMENCEMENT CLERK'S T 3/06/2018RECORDED03/0b/2018 03:05:38 F'11 RECORDING FEES '$10.00 Stag of Florida RECORDED BY hdevore County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000- OS 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 properly and street address If available) Wyndham Preserve. PB 81 Pgs 93-102. Lot 5A Address:a,bAlk -hjuc. rou -. neI ^'Ird, %t-. 3a,-T-t GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION. Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Titie Holder (if other then owner) Name, NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(/)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To recelve a copy of the Uenor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different 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. Under on Iti jrjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the my kn wledge and belief. Cr\t^II C eI c'r'hP . O W efs.6lgrramrs Owner'a Printed Name Florida Stable 713.13(1)(9): - The oumer must sign em notice of conwrovement and no one eke may be pu MUed to sign bn hh'w her ctoad' State of L County of The foregoing Instrument won -acknowledged before me this day of by nle Who is personally known to me Name of parson making ataemeM OR who has produced Identification type of Identification produced: Mengel NOTARY PUBLIC STATE OF FLORIDACERTIrIEDCO. I ?PI' GR iComm#GG113111 CLtr%KOF'rH .I . It . %'N awnsj* Sh" Expires 8121/2021 AN COUlirr L••R „ '= .•} 9Y nnro P Z FEB 8 7 a CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 24-i mn.ao Job Address: Pi3M -P-4t..e. Crouse, Una S,n Historic District: Yes No r Parcel ID: 17-20-31-502-0000- O Sap Wyndham Preserve Lot 5a Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect(Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 /3 4.5c Permit Application 35b 4t 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 $ Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name I 1M, -n M Signature olr-Notary-Stm& of Florida r3ate Shayne MangeltDR NOTARY PUBLIC i s -STATE OF FLORIDA romm# GG713111 ONCE I Exp)(es 6/21 /2021 Contractor/Agent is VV Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical 5? Mechanical R Plumbing[a Gas Roof Construction Type: V g Occupancy Use: 23 Flood Zone: 1c 5tw Total Sq Ft of Bldg: 2.a b1 Min. Occupancy Load: 12, # of Stories: New Construction: Electric - # of Amps (SO Fire Sprinkler Permit: Yes No Ug" # of Heads APPROVALS: ZONING: fie) Plumbing - # of Fixtures LS Fire Alarm Permit: Yes NOR] UTILITIES: WASTE WATER: ENGINEERING: SA -IS FIRE: BUILDING: Sir 3-..w7• 9 COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. qt. (a°lo gin? . lltq kW` *5_ T-, C-e, Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION I PERMIT APPLICATION U.4 Application No: Documented Construction Value: $ 11 3 0^1 JobAddress: ;O)M "hWe, C---'rou.se:. Historic District: Yes No N Parcel ID: 17-20-31-502-0000- 0 Sap Wyndham Preserve Lot 5a, Residential ® Commercial Type of Work: New Addition 11 Alteration E3-Repair 0-Demo El -Change of Use13 Move-11 Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mange)@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 Fag: 407- 647-3700 407- 647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: Architect/ Engineer Information Name: Mulhem & Kulp Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA 2 CGC1522347 Phone: 215-646-8001 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, IAbIPROVEMENTS 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records. of this county, and there maybe 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 Omer/Agent Date Print owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID aco -1 Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of Notary-SUft of Florida ate Shayne MangelaR NOTARY PUBLIC ESTATE OF FLORIDA Comm# GG113111 EA Exp}fes 6/21/2021 Contractor/Agent is VV Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: /2g3'/ WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30,2015_-Permit Application O 1877- 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.mange)@starlighthomes.com Property Address: 2328 Blue Grouse Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0520 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-'C71 •• O 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 W, the best available information used to determine the base flood elevation is: BP# 18-1086 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Application for Paved Driveway, Walkway IncludingRight-of-Way FL1s77DLandscapingin Right -of -Way. ww. 8e"fti°n'9OV 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 jurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Calieetompuft 1. Project Location/Address: 2. Proposed Activity: EA Ui. 0 Driveway 3. Schedule of Work: Start Dale D Walkway M Other. 4. Brief Description of Work Construction Of New SFR Completion Date Emergency Repairs This application is submitted by: Property , Signature: Print Name: i'f11CJ `agn Address: 1064 dreenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax. 407-647-0700 Email: S eyne. Date: a • ?-U -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 installation/mprovement fully restoring the right-cf-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 Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have ad nd understand the above statement and by signing this application 1 agree to its terms. Signature: Date: a- ;1-4 -1 4 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: Official Use Only Fee: Public Works Utilities Approved: Engineering OV4, Site Inspected by: Special Permit Conditions: Date: Date: Date: Date: 3 - I - Zo 1 8 Date: Novemoer zvis ROW Use Driveway.pdr REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED t 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 Lf 70 1000 Final Insulation 111 1000 Final Single Family Residence gigi. qg , y. i-,-..,!-.;-.;,..,frt-,z- I-xim Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 130 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final zk. 1 Inspection Description Plumbing Underground Plumbing Tubset Plumbing Sew e-r- Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a- aI_p -1 8 Project Name: U)V Vdl-y,rv-% r_; res, Project Address:_P13 iy., C-3re VI L, 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. 0-)e I 6XIL" Pr' NCewner/Tenant Signater enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pi n Na a of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Oft -asEev-6-ok Print Name of El. Contractor 11gnature of El. Contrgctor Mao03D% El. Contractor License # o Florida Power and Light on / LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- I S'- It I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Stadight 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): 9 The specific ermit and gr'Ot4sL. ication for work located at: aSs lye. l-trc, rAurA 3a.1-13 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: 2or STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this jaday of V92001,K by _ Robert WilletS who is o personally known to me or o who has produced as identification and who did (did not) take an oath. 1§011R Y P BLIC s STATE OF FLORIDA Comm# GG113111 VCE 19' Expires 6/21/2021 Rev. 08.12) lkyj rATRON c E' (Y`GZr Q I Print or t jk name Notary Public - State of Commission No. My Commission Expires: KtCUjtD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 52 - 1769 TL Builder Name: Starlight Homes Street: 2328 Blue Grouse Permit Office: Seminole CountyCity, State, Zip: Sanford . FL, 32773 Owner. }an1:-Y i''w Permit Number: 0Jurisdiction: p nkpit-opvDesignLLqq / Selnmole(FloridaLocation: FL, Sanford County:: Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types(2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= fta 4. Number of Bedrooms 3 d. N/A R= fta 10. Ceiling Types (1769.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area above grade (ft') 1769 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Obl, 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 ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. N/A R= fta None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and 1THE STgl, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance g with the Florida Energy Code. yam.,,, r, nm,.`'h::r :••3 „ O PREPARED BY: Before construction is completedCd o DATE: this building will be inspected for O . compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD 1N>r' OWNER/AGENT: 0 BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNETIICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 8:18 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 52 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, Slate, Zip: Street Address 52 Wyndham 2328 Blue Grouse Seminole 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 Blockt 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile' Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1978 ft' 0 fl' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 Its N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 1/17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FARM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 E 2 N 3 W 4 S 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 554.6 ft' 0 0 0.6 4 172.7 ft' 0 0 0.6 4 329.0 ft' 0 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 E 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes W 3 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 10 ft 0 in 1 ft 0 in None 41.0 ft' 11 ft 10 in 1 ft 0 in None 30.0 ft' 1 ft0 in 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Duds 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 kBlu/hr 900 cfm 0.75 1 sys#1 1/ 17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FDRM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 afm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma X Jun X Jul Se Oct Nov Dec Venting 1x) Jan JXJFeb Mar i Apr May Jun Jul AugrlAu Seprl WOctJulAugSep Nov DecJun 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 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 . ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 2328 Blue Grouse, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Windows" Description a. U-Faclo: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor. N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Inl Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft' 1769 b. N/A R= ft' Area c. N/A R= ft' 120.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 S. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. NIA R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 5.436 ft. 0,257 Area 14. Hot water systems 1769.00 ft' a. Electric Cap: 50 gallons EF: 0.95 ft' 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:JU6,SL-Iy` Date: >Vq Address of New Home: 9 - 6 t4AA_ City/FL Zip: 1R THETHE Sr4 p1L''a•• •ti4 i .ra •,`i4 4 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 52 - 1769 TL Builder Name: Starlight Homes Street: 2328 Blue Grouse Permit Office: Seminole County City, Stale, Zip: Sanford, FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in anyy 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 s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cot neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind ninino and wirino- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ce9linas. a. in addition, inspection or log walls shall be In accordance wlth the provisions of ICC-400. 1/17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 52 - 1769 TL Builder Name: Starlight Homes Street: 2328 Blue Grouse Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area.: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa I 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 iDn Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, 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 lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the lest, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(i) (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. BUILDING OFFICIAL: DATE: D* THE S VTgT WEE 1/ 17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 ORM R405-2017 D4ct Leakage Test Report Performance Method Project Name: Street: City, State, Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Lot 52 - 1769 TL 2328 Blue Grouse Sanford. FL , 32773 FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Dud Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 1 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System fin,out)' Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: o114E srgr 1/17/2018 8:18 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project SummaSummary Job: Starlight -Wyndham Prese WrigM§of°... Date: a1a2017 Entire House W: Energy Air, Inc Plan: 1769 S 5401 Energy Air, CL Ortando. FL 32810 Phone: 407-086-3729 Email: GRenner@energyaicoom Web: www.energyaircom For. Lot 52 -1769 TL, Starlight Homes 2328 Blue Grouse, Sanford, FL 32746 Notes: Weather. Orlando ExecutiveAR FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 15220 Btuh Dulls 1705 Btuh Ducts 2930 Btuh Central vent (57 dm) 1620 Btuh Central vent (57 chn) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Use manufacturer's data y RaWswing multiplier 1.00 Infiltration Equipment sensible load 19255 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemitight Fireplaces 0 Structure 1931 Btuh Ducts 289 Btuh Central vent (57 dm) 1697 Btuh Heatinngg Coding Outside air Area (ft2 1756 1756 Equipment latent load 3917 Btuh Volume (ft') 16375 16375 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23172 Btuh Equiv. AVF (dm) 71 38 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 dm Actual air flow 899 dm Airflowfactor 0.046 dmBtuh Airflowfactor 0.050 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O thermostat Load sensible heat ratio 0.83 Capacity balancepoint 37 °F CamciBackup: Input = 6 kW, Output =19028 Btuh,100 AFUE So# dit t c valves have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018- Jan-17 08:13:23 wrightsoft' RighFSu"L)nNersal 2017 17.028 RSU17013 A ... Specilfdwyndham PreserveNLot 52 - 1769 7L rup Cale = NUS Front Door races: S Page 1 wrightsoft• Manual S Compliance Report Dab. 1 Zght-Wyndham Prese... 017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Plr, CL Orlando. FL 32810 Phone: 407-U6-3729 Email: GRenner@energyairoom Web: www.energyairoom For. Lot 52 -1769 TL, Starlight Homes 2328 Blue Grouse, Sanford, FL 32746 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19255 Btuh Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Indoor design DB: 75.0°F Total gain: 23172 Btuh Indoor RH: 50% Estimated airflow. 899 dim Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 154% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss. 21262 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Btuh 135% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 dm Output capacity: 5.6 kW 89% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Entering coil DB: 77.2°F Entering coil WB: 64.0°F Entering coil DB: 68.0°F Capacity balance: 37 OF Economic balance: -99 OF 20/6 Jan 1708:1323 wrightsoft• Right-SuL-OUniversal201717.0.28 RSU17013 Page 1 ACC;Pt... Spedfiditndham PreserveUt 52-17691L rup Cak = MJ8 Front Door faces S Job: Starlight -Wyndham Prese... wrightsofte Duct System Summary Date: 4/14/2017 Entire House W_ Energy Air, Inc Plan: 1769 S 5401 Energy Air, CL Orlando, Fl. 32810 Phone:407-886-3729 Email' GRenner®energyaireomWeb: www.energyaircom Project• • For. Lot 52 -1769 TL, Starlight Homes 2328 Blue Grouse, Sanford, FL 32746 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140/0,140 in H2O 0. 187 in/100ft 899 darn 150 ft Supply Branch Detail Table Coding 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 187 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FR Diam in) H x W in) Duct Mal Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk ba2 h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 c 1489 63 74 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3603 165 105 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2- A c 160 1 8 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer c 1355 64 67 0.344 5.0 Ox 0 VIFx 11.5 70.0 I01- dinaam c 2632 93 130 0.191 7.0 Ox 0 VIFx 26.8 120.0 st1 P" in-lan*A c 2632 93 130 0.195 7.0 Ox 0 VIFx 23.9 120.0 st1 kMin- la'TMe c 2632 93 130 0.233 7.0 Ox 0 VIFx 5.3 115.0 lawn C 1087 20 54 0.356 5.0 Ox 0 VIFx 8.7 70.0 rnbath h 970 44 35 0.195 4.0 Ox0 VIFx 23.5 120.0 S12 n' bed h 3501 160 101 0.193 7.0 Ox0 VIFx 29.8 115.0 st2 C h 1182 54 35 0.195 5.0 Ox 0 VIFx 23.6 120.0 S12 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FR Opm) in) in) Material Trunk st1 PeakAVF 186 261 0.191 590 9.0 0 x 0 VinlFlx st2 PeakAVF 259 171 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 216 0.187 627 9.0 0 x 0 VinlFlx eok0efic " has have been manua8yoverrfdden wrightsoffe Right-Suite®Universal201717.028 RSU17013 AC. Ck ... SpeafidWyndham Preservetot 52 - 1769 7L.rup Calc = MJB Front Door faces: S 2018- Jan-17 08:13.23 Page 1 Name Grille Size (in) Htg dm) Cig dm) TEL ft) Design FR Veloc ipm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mal Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightsoft• Right•Sutte®Universal 201717.0.28 RSU17013 CCi%...SpedWVVyndharnPreservetot52-17697Liup Cale=NUB FrontDoorfacesS 2018-Jan-17 08:13:23 Page 2 Job M Starlight -Wyndham Preserve Performed for: Level 1 Energy Air, Inc Lot 52 -1769 TL 5401 Er*Wkrkr Ct2328BlueGrouseOrlando, FL 32810 Sanford, FL 32746 Phone: 407-886-3729 www.energymr.com GRenner@energyaw.com Scale: 1/8" =1'0" Page 1 Right -Suite® Universal 2017 17.028 RSU17013 2018Jan-1708:15:55 am PreserwW 52 -1769 Tt1up 1 112" VTR I It' VTR I. I LAV U I I I I we I 2" I SHWFZ wM I KITT AUTO VENT 3ll I 1 Vr VTR z a I v I 3„ o 2" CP o n eG v z All 1 TUB I o 3" co WCTo To C/o LAV215 PLAN 1769 PLUMBING RISER DIAGRAM t v o z' N II a c c .o L. Pal 00 O w v w 0.s rn U vob) U) ao rn z cv O C lD O WYNDHAM PRESERVE LOT 52 LOT AREA CALCULATIONS LOT = 7,074 SQ.FT. LIVING AREA- 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY 43 SQ.FT. DRIVEWAY = 566 SQ.FT. PATIO = 109 SQ.FT. WALKWAY 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 41.6 X SOD = 4.128 SQ.FT. OFF LOT AREA CALCULATIONS R/W - 1,746 SQ.FT. APRON = 115 SQ.FT. SIDEWALK - 303 SQ.FT. SOD 248 SQ.FT. TOTAL AREA DRIVEWAY = 681 SQ.FT. SIDEWALK - 343 SQ.FT. SOD = 4,376 SQ.FT. DIAMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' BUELDING 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. i WYNDHAM PRESERVE - LOT 52 PLOT PLAN LOT 30 w LOT 31 o N89'40'5 1 '°E 160 00 ' NORrH BOUNDARY L/NE OF LOT 52 N N LOT 52 wi AREA = 7,074 S.F. t r-- S1 13.7 12.7 COVERED i PATIO a' 11.6 PROPOSED 1 STORY RESIDENCE 1 2328 BLUE GROUSE LANE LOT 53 r170- o-1 CENTER LINE - PCP PEP - Pool Equipment iLEGiEM:ADUSSD-Access/Dminage/UtillUes/Sidewalk LB -LicensedBusinessBFP-Bockflow Pteventer S -Survey Siht Distance Easement 9 PRM-Permanent Ref. Monument R -Reported PCP-Permonent Control Point D -Description. DJ FP&L-Florida Power & Light plat r FFE -Flnish Floor Elevation D. . -Deed Book. U -Water Meter O.R.- Official Records Book b4-Water Valve P.B.- Plat Book a -Fire Hydrant Pg. -Page RCH-Reclaimed Water Meter Elev.-Elevation RIC04-Reclaimed Water Valve Cone. -Concrete 13-Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk Electric Box FFE-Flnished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole Anchor P. U.E.-Public Utility Easement E---Guy RCP -Reinforced ' Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet BYHo-Electric Handhole D.U. E.:Drainage/Utility Easement COO -Clean Out FMGDMAG NAIL & DISK XYM-Irrigation Control Valve P.K.- Parker Kolon Nail I; -Sign SIR -Set 1/2" Iron Rod L87768 WD4-Gate Water Volvo SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod L87765 11 -Existing Grade Pits F1P - Found1 /2' Iron Pies LB7768 a -Blow-off Valve a---Drainage Flow Direction FPKD-FoundP.K. Nail & LB7768 FCM-Found 4"x4" Concrete 10.0 Proposed Design Grade Monument PRM L87778 110 21-As-Built/Existing Grodg fNnta! Some items in above leaen may not be applicable A/Cr PAD , 0 ' 01 1769 HAWKING ELEVATION - T GARAGE - LEFT FFE= 29. 4 16.0' i. PROPOSED" WALK in a. 01. Q. ct .. n• . a. CONC cuoe_ 4.7 x in ZONIN Z& TDAT Ok to construct single family home with setbacksandimshowPervious area n onplan. L( . off, 1i69 H6, kt . T CrL LOT 32 r 0 LOT 51 N of a; N C; CONC SIDEWAY BLUE GROUSE LANE 50' RIGHT-OF- WAY PRIVATE ROAD) 470. 80' S89. 40.51 "W SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown 1 hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matter; shown on the construction plans for ` WYNDHAM PRESERVE", City of Sanford Seminole. County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/ or instructions per client (not field verified) Descrietion I Date I Dwn.ICk'd I P.C.IOrder No. J 00404 Y Jeffries D. LWO un ey' *%"- :S 5 FLORIDA PROFESSIONAL WORW MAPPER NO. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL 10' UTILITY EASEMENT ( P) PCP 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 ',is" DESCRIPTION: LOT 52, according to the plat of "WYNDHAM PRESERVE"; as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270- 0440 Fax: (813) 248- 2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drown: JE I Checked: JDL P.C.: Data File:llrbsonEost-Plot Date: 01 /20/ 18 Dwg:&issonW-Lot52 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: •-- RECORD COPY 7L-M -ER ELECTRIC Starlight Homes 1769 LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014- 220.82(OM - (411 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 (;a 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC 2014 - 220.82(B)(11- (4 QTY LIGHTING 1769 Sq Ft C3a 3VA/Sq, Ft VALUE 5.31 TOTAL KVA KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I 1 lD/qcDISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN(1) :•;t+l/)Rp 7.20 1 RANGE/OVEN (2) 1h 12.00 12.00 KVA COOKTOP CIRCUIT fi 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT # 8 6 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) C3a 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(8)l 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD {NEC 2014 - 220.82(All 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS r.CORD COPY gTypcal;1t5&A4Mjp; ElecttricalD,iagram 15. tanil t J. T;ypical_. 1i50Amp- u. inteFjOr I ,anel+`' 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode I a ft18-io86 Lffmber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 RECORD COPY MiTek® RE: WP0052 - WP0052 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0052 Model: 1769 Tampa, FL 33610 4115 Lot/Block: 52 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 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 23 individual, 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. 2 1 T12986428 1 A2 1/17/18 119 IT12986445 3 I T12986429 I A3 1 1/17/18 20 I T12986446 4 T12986430 A4 1/17/18 21 IT12986447 5 T12986431 A5 1/17/18 22 IT12986448 6 T12986432 1 A6 1/17/18 23 IT12986449 7 I T12986433 I A6B 11/17/18 1 8 I T12986434 I A7B 1 1/17/18 11 1 /17/1 1 /17/1 14 1 T12986440 1 C2 1/17/18 115 1T12986441 CJ3 11/17/18 1 1/17/1 Truss Name mij 11/17/18 1 1 1/17/18 1 1 /17/18 1/17/18 I 1/17/18 1 D1 D2 E1 EJ3 1 EJ5 1 EJ7 DING SANFOR D ZAt'Rt` a _ 1086 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. I N 80 ' E OF '• / ois ONA1 ,E % Thomas A Alban) PE No.3= Mirek USA. Inc. Ft. Con 6634 601 Parke East M. Tampa Ft. 33610 DO: January 17,2018 Albani, Thomas 1 of 1 Truss Truss Type Oty Ply WP0052 T12988427IJobWPOO52AtCommon . 11 1 Job Reference (optional) Builders FastSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 zur7 MI t ex industries, Inc. Wed ,jan i r 1 s:sa:uz zvld rage 1 ID:rh4RhmERah3zfiORgKYR9zPCPY-101 DY01gjFS6S700wk7r5jZSBL)?OJgZOsxlEczuRDZ 1.0• 6 0 7 12-7.1 19.0.0 25.4.15 31-11.9 38.0.0 9.0- 0 6.0.7 T6.10 6.4.15 6.4.15 6.8.10 6.0.7 1.0 ISde 5.00 12 19 Scale = 1:66.3 I 3x8 = 30 = 06 = 3x8 _ 06 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.1 Except' 13.15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=145310.8.0, 10=145310-8.0 Max Horz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) CSI. DEFL. in poc) Udell Ud PLATES GRIP TC 0.83 Ven(LL) 0.2612-14 >999 240 MT20 244/190 BC 0.97 Verl(CT) 0.5414.16 >835 180 W B 0.93 Horz(CT) 0.13 10 n1a n/a Matrix-SH Weight: 186 lb FT = 2056 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.6 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 2932/2227, 3.5=-2677/2031, 5.6=-1859/1566, 6.7_ 1859/1566, 7.9=-2677/2031, 9.10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14.16=-1470/2173, 12.14=•1477/2173, 10.12=-1868/2641 WEBS 6.14=•771/1062,7-14=-696/710, 7.12- 252/513,9.12=-302/438,5-14=-696 710, 5.16= 252/513, 3-16=-302/438 NOTES- 1) Unbalanced root live loads Have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0.0, Exterior(2) 5-0-0 to 19-0.0, Comer(3) 19-0.0 to 25.0-0 zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 4) ' 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 lit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. 0 WARNWO - VerU7 dedf in panrmeten and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 1107473 ray. 16WO 0r5 BEFORE USE. Design vdild for use only velh KIek9 connoctas. lhh design is brood only upon paarnetem shown. and Is for an hdlvkAKi buldbV component not a kiss= system. Befao use. the deOgnot musl verify the OppliccUlly of de*p rxnamolon axlproperly Ineorpaoto Inb dosign Into tips overall tx/ding design. Brochg 4Wk:Oted Is to buckllny of Irxllvkkxi miss web orKI/or chord members orgy. AWIllonui temporary axl pennanonl txackV WOWprevent Is always IogrLed got slolA fy and to Ixevenf collapse vAlh posble personal "and propony Uanago. for general guidance regarding Ine 6904 Perlis East Blvd, kixlcollon. slaage, delivery, erectlon and lwc o of tnrses and Inns sy{tomi seeANSI/1PI I Quality Cruetb, OSB.89 and BCSI BuOdIng Component Tanya. FL 33610safetyIrgonnatlonavtDcblehorninnsRateInsxkie. 218 N. lee Shoot, Suilo 312. AlexancIft VA 22314. Job Truss Truss Type Oty Ply W POO52 T12986428 W POO52 A2 Hip 2 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:03 2018 Page 1 I D:rfytRhmERah3zfiORgKYR9zPCPY•mabbmDIJUZaz49bcTRe4ex6g8H1E9q jdogOm2zuRDY 1.4 5 6.0 11.6.10 17.0 0 21.0 0 26.5.6 32.6 0 38.0.0 9-0 1-0 5 8.0 6 0 8 5 5.6 4.0 0 5.5 6 6.0.9 5.6 0 1.0 Sx6 = Sx6 = Scale a 1:68.8 1.54STP= 'e " 16 15 ,. 1.54STP= 3x8 = 3x4 = US = 30 = 30 = US = 30 = 3x8 = LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.49 13-15 >915 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0,97 Vert(CT) 0.81 13.15 >554 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.68 Horz(CT) 0.14 11 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 189 lb FT = 2056 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=145310.8.0, 11=145310.8.0 Max Horz 2=-104(LC 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=•2982/1969, 3.5=-2791/1853, 5.6=-2011/1369, 6.7=-1806/1320, 7.8=-2011/1369, 8-10_ 2791/1853,10-11=-2982/1970 BOT CHORD 2-18=-173512674, 16-18=-1284/2241, 15-16=-873/1806, 13-15=-1254/2241, 11. 13- 1640/2674 WEBS 3.18=•220/381, 5.16=-290/504, 5.16- 646/552, 6.16- 314/516, 7.15=-314/516, a- 15- 646/552,8-13=-291/504, 10-13=-220/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will tit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at joint 11. 0 WARNING - Varifr desren Parsmefare and READ NOTES ON THIS AND INCLUDED 4B/EK REFERANCE PAGE 011I11-7473 rev. 109MIS BEFORE USE. Dash valid lot use only wllh W 109 connectors, rlis design Is based only upon parameters shown, and b let an IndMWial Ixllding component, nor a truss system. Below use. the biding designoi must vodtv the "IcalAlty of design poiametors and piopody, Incorporate it* design Into the oveidl btiding design. Biochg Indicated Is to rxevonl bucldkV of UWNklual Inns weband/or chord members only. Additional temporary and perrna ent bnachg M iTeW Is always i"illod lot skitAy and to ixovent conapso with iost>te personal Injury and properly darnage. roi gonenal guidance negaiding live latAcallon. stoinge, delivery, oiectlon and biac-Ing of [noun and miss systems soeANSI/iPl1 Quarry Criteria. DSB-87 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Information avrlk"o Rom Inns Rate InsOkde. 218 N. lee Shool. Stlte 312. Arexardda. VA 22314. Torrpa. Fl. 33610 Job Truss Truss Type Oty Ply WP0052 T12986428IWP0052A3Hip21 Job Reference (optional) Builders FuslSource, Tampa, Plant City, Flonde 33566 8.130 s Sep 15 2017 MITek Industries, Inc, wed Jan 17 13:33:04 2015 Page 1 I D:rfytRhmERah3zl10RgKYR9zPCPY-En9zzZnurFsighJAp199JA81mlh2luNessSO_JUzuRDX 1.0.9 171411114it 15.0.0 23.0.0 + L 7.5 38.0.0 39-" 0• 7-4-11 7-7.5 8.0.0 7.7.5 7.4.11 -0 5.00 12 5x8 = Sx6 = Scale. 1:68.8 1.Sx8STP= 16 14 ` 13 11 1.5x8STP= 06 = 2x4 11 4x6 30 = 3x8 = 4x6 = 2x4 11 4x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 20 SP No.2 *Except' 5-6: 20 SP No.t BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=145310-8-0, 9=145310-8.0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12), 9=-363(LC 13) CSI. DEFL in (loc) Udell Ud PLATES GRIP TC 0. 95 Vert(LL) 0.2213-14 >999 240 MT20 244/190 BC 0. 83 Vert(CT) 0.4313-14 >999 180 W B 0.27 Horz(CT) 0.15 9 Na Na Matrix-SH Weight: 185 Ib FT = 209,e BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at midpt 3-14, 5-13. 8-13 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2953/1875, 3-5=-2232/1435, 5.6=-1992/1402, 6.8=-2233/1435, 8-9=-2952/1675 BOT CHORD 2-16=-1620/2641, 14.16=-1620/2641, 13-14=-100511992, 11.13=-152812641, 9.11=-152812641 WEBS 3. 16=0/314, 3.14=-718/668, 5-14=-198/502,6.13=.190/502,8-13=-717/669, 8.11=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108n1ph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. If,, Exp Q Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5.0-0 to 39-0-0 zone; cantilever left and right exposed end vertical tell and right exposed;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 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363lb uplift at joint 9. 0 WARNWG • YMr7 dedyn par~" and READ NOTES ON TM AND WCLVDEO WrEK REFERANCE PAGE NLL7473 rev. /WC MIS BEFORE USE Doslig1 valid lot use oNy vAlh tvineh® connec"L fhb dosln h bawd only upon paameters Ovvm. and Is low an Individual buMhlp component. not a hum systorn. Bolowe uw. the btAcbV designer must vowtly the cpOlcabliry of design paanoton and propody Incorpaato tltts design Into tho overall ding dodgn. Racing indicated a to budding of aadWldual huss web arxl/ow chord mombors only. Additional temporary and pennaatnt MacIng M iTek' prevent Is always roguired lopslabBlty and to prevonl collaraso vAth posd)lo persorxl tnlvy oW property danago. for general guidance regarding Die latxlcatlom storage, delivery, erection and bacIng of Kam and truss systems. socANSI/1P11 Ouaaty Cdlerb, DS11-49 and BCSI Building Component 6004 Parke East Blvd. safety Irdonma8on avalkible horn ln= Plato trutlkttu, 218 N. lea+ Street. Suite 312. AlexaxMa. VA 27314. Torrpo, FL 33610 Truss Truss Type City Ply T12986430IJobWPOO52A4Hip21IWPOO52JobReference (optional oumum ruwowumv, r ampa, nanl a .Iy, nunua oaavu v..-a vov ,...- .... I-..,..w... „.. .. o,...o.... 6mm Sx6 = ar4 II Sx6 = 4 5 6 Scale a 1:67.6 1.54STP= " "' " 12 '• 1.5x8STP= 4x6 = 30 = 3x6 = 3x8 = 3x6 = 30 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.80 BC 0.84 WB 0.25 Matrix-SH DEFL. Ven(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.27 12-14 >999 240 0.51 12-14 >884 180 0.13 8 n1a n/a PLATES GRIP MT20 244/190 Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-8.2 oc bracing. 11-13: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Iblsize) 2=1453/0-8-0, 8=145310.8.0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3.4=-2635/1703, 4-5- 2407/1591, 5.6=-2407/1591, 6.7=-2635/1703, 7-8=-2891/1864 BOT CHORD 2.14=-1615/2601, 12-14=-1119/2118, 10.12=-1095/2118, 8.10=-1522/2601 WEBS 3.14_ 333/466,4-14=-325/529,4-12=-200/529, 5.12=-364/307,6-12=-201/529, 6-10=-326/529, 7.10=-3331466 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7. 10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0, Exledor(2) 5.0.0 to 39.0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will III 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 359lb uplift at joint 2 and 359 lb uplift at joint 8. 0 WARNING - VwIly design pwwwrero and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M67473 rov. 10003111015 BEFORE USE Design vdkl for trse only with MilekO connectors. Iltts design Is based ally upon paarneters shown, aid Is to at trtalvlduall IxddbV component. not 0 6uss system. Before use. the MLding designer must verily the appticdtllty, of dt *jn poorreters and prerwry, Incorl"ate 11* design Into the ovordl bl1dIrV design. RocN trWlcated Is to buctdtrtD of Individual truss web and/ow chord members orgy. Additional tempaay and permanent broctrfg WOW prevent Is always requ6odfor skIlAlly and to proven collapse with possbio personal trVray and property donate. For Donald gtklatae regadirV fho 6904 Parke East Blvd. taixicatbn, storage. delivery. eroctlonartdbractrVofhussesandIn= systoms seeANSIMI I Quality Criteria, DSB-89 o W SCSI BuIldtrtg Comporow Tempo. Ft. 3361D safety Intormollon avfIlabto fromlrtassPktletrsItfule. 218 N. tee Struel. StAle 312. Alexaxlrks, VA 22314. Job Truss Truss Type Oty Ply WP0052 T12986431 WPOO52 A5 Hip 2 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:33:05 201 a Page I ID:rlylRhmERah3zliORgKYR9zPCPY-A9GkOEnBnUyYxcKB9aCnFZk7GUk MBo9Jmv5NNzuRDV 1.0 0 1122.3 11.0.2 19.0.0 _ _ _ 27-0.0 32.9.13 38 0.0 9 0 0• 5 2.3 5 9 13 6.00 8.0.0 5.9 13 5.2-3 1- s 6f •H 5.00 20 11 Sx8 = Scale . 1:67.6 1.5x8 STP = 16 IS " 13 11 10 1.Sxe STP= 3x8 = 20 11 3x6 3x8 = 30 = 20 11 3x8 = 30 = 3x6 = 5 2.3 it-0.0 18-0 0 27 40 3Z•9.13 ra•vv 1r 5.2.3 0.5.9.13 5.2-3591380080 Plate Offsets (X,Y)-- 12:0-4-2,0-t-8 ,-ILO-5-12,0.2.81L16:0.5-12,0-2 8]L[8:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) •0.48 11-13 >925 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 a rVa n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 188 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 4.6: 20 SP No.1 BOT CHORD 2x4 SP N0.2 WEBS 20 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8.0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8=-379(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3.4=•2558/1597, 4-5=-2872/1838, 5.6=-2872/1838, 6-7=-2558/1597, 7.8=-3001 /1925 BOT CHORD 2.16- 1700/2691, 15-16=-1700/2691, 13.15=-1240/2314, 11.13=-1200/2314, 10-11=-1603/2691,8-10=-1603/2691 WEBS 3-15=-420/495,4.15=•134/391,4-13=-393/775, 5.13=-493/424, 6-13=-393/775, 6.11=-134/391, 7.11- 420/496 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.2-3, Extedor(2) 5-2-3 to 39-0.0 zone; cantilever left and right exposed and vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 8. 0 WARNING . YMy dtulgn parametem and READ NOTES ON THIS AND WCLU17ED AUTEK REFERANCE PAGE MF7473 rev. 109=15 BEFORE USE Design valkl for use only veth MllekO connectors. This desIM Is b ed only upon psaneters shown. and Is low on I ndlvldtKA txddhg tomPononL not o huss system. Before use. the Ixltd6ng doslgrnot must verify the a oicalAIry of dosig n parameters and pope" Incorporate this design Into the overall building design. Bracing kKilcolod Is to buckling of IndlvldtKi truss web and/or chord members only. Additlor" lemMoty and pearia nenl ba-Ing M!Tek' pevent E always roguited for staUOly and to pevent collapse wpm posit3o personal Injury axl popoM damago. ror games Guidance regarding the 6904 Parke East Blvd. kixtcatbn stotage• delivery, eeocUo n arxl Lnrtrcl ng of trusses axl Inas systems. seeANSi/1P1I OwUty Crilarl0, DSB49 and SCSI Building Component Tampa. FL 33610SolelyInformationavallaWofromlnrsPlateInstitrie. 218 N. toe Street. Suite 312, Alexaxlria. VA 22314, Job Truss Truss Type Ory Ply WP0052 T12988432 WPOO52 A6 Hip 1 1 Job Reference (optional) 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Wed Jan 17 13:30:07 2010 Page 1BuildersFirstSource, Tampa, Plant City, Florida 33566 6.00 12 348 = Sx6 = 30 = 4x6 — 30 = Sx6 = 4 5 6 7 8 3x8 = 4x6 = 30 = 44 = 3X8 3x8 = Scale = 1:67.6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.62 12-14 >728 180 BCLL 0.0 ' Rep Stress Incr YES WO 0.34 Horz(CT) 0.16 10 We n/a BCDL 10.0 Code FBC20177TP12014 Matrix-SH Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9.3 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. ( lb/size) 2=1453/0-8-0, 10=1453/0.8.0 Max Horz 2=58(LC 16) Max Uplift 2=-399(LC 8), 10=-399(LC 9) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2925/1861, 3-4=-2710/1679, 4.5— 2497/1595, 5.7=-3397/2053, 7.8=-2497/1595, 8- 9=-2710/1679, 9.10— 2925/1861 BOT CHORD 2.16=-1627/2618,14.16=-1843/3312,12-14=-1824/3312,10.12=-1533/2618 WEBS 3.16— 185/356, 4-16=-440l779, 5.16=-1025/616, 5-14=0/262, 7-14=0/262, 7. 12— 1025 615,8-12=-440/779,9.12=-185/356 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=15111; Cat. II; Exp C; Encl.. GCpi-- 0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exterfor(2) 5-0-0 to 39-0-0 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 psf 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 withslanding 399 Ib uplift at joint 2 and 399 lb uplift at joint 10. 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." 0 WARNING. Verify design paremefers and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE A07473 rev. 10937015 BEFORE USE Design valid lop use only elm MRek® connector& ills design Is based only upon paanetors shown. and Is for an Individual lxddhg component. not a liva syslwn. Belom rao, the btAdhg design must vodfy lie al4 tcalstlN of dodge paanelors and ppoperty Incorporate this design into the overall larding design. Bracing Indicalod Is to buckling of IrK1NkkKl truss web and/a chord members only. Additional temporary and pennaneril bracing M iTek' preventIs always iequlrod tot sIc"Ity, and to prevent conalze with posstiAo personal InWy and ixopody danago. fop gonoral guldanco wgadlg to fabrication, storage. delNery. erection and biaclnp of Iruaos and iris systems. soeANSIMI l Ouagry Gltwlo. DSa-59 and SC31 Witting Component 6904 Parke Easi Blvd. Satery Informction crAiWiVle from lnas Plate Instikrio. 218 N. lee Sheel. Wile 312, Alexandria. VA 22314. Torngo. FL 33610 Job Truss Truss Type City Ply T 129t16433 W POO52 A68 Hip 1 1 IWPOO52JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13o s sep 15 2ot T MI i ek inaustries, Inc. wed dan it 13:35:05 zul a rage t ID:rfytRhmERah3zfiORgKYR9zPCPY-7YOUpwpRJSCFAwTaG_E FL_pXUI RTg7uSm4OBSGzuRDT t •0 0 5 8 l t 9.4022.2,13 28.8.8 29 4.0 32.3,5 38 0 0 9.0-1 1.0 5871 3-35 6B3 6511 6517 0 8 33.5 5.811 1-00 Sx8 = Site = 5.00 12 4 30 = 6 7 3x6 - 37 = 8 51017 3xe - 3x4 - 1.5x8 STP= 3x6 = 6x8 = LOADING ( pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 15 30 = lb 141:1 1. 64 STP = 3x6 = 6x8 = 30 = Scale = 1,67.6 CS1. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.58 Vart(LL) -0.14 2.19 >999 240 MT20 244/190 BC 0.65 Vert(CT) -0.29 2-19 >499 180 WB 0.45 Horz(CT) 0.02 10 n/a We Matrix- SH Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. REACTIONS. All bearings 0.8.0. lb) - Max Harz 2=-58(LC 13) Max Uplift All uplift 100 lb or less at jolnt(s) except 2=-114(LC 12), 10=-191(LC 13), 17_ 410(LC 9), 15=- 131[LC 8) Max Grav All reactions 250 lbor less at joints) except 2=347(LC 23), 10=623(LC 24), 17=1359(LC 1), 15=623( LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-370/663, 7.8- 209/306, 8-9=-654/533, 9.10=-902l738 BOT CHORD 17.19- 145/306, 15-16=-113/375, 14.15=-113/375, 12.14=-219/582, 10-12=-509l787 WEBS 3. 19=-299/421, 4-19=-201/363, 8.12=-239/438, 9.12=-265/397, 4-17=.817/564, 5-17- 883/634,5.16- 196/382,7-16=-272/292,7.14=-257/154,8.14=-553/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph-, TCDL=4.2psl; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi--0. 18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5-0-0 to 39.0-0 zone; cantilever left and right exposed end vertical left and fight exposed;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 psf bottom chord live load nonconcurrenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410lb uplift at joint 17 and 131 lb uplift at joint 15. Q WARNING • Vedfy daslyn penmairm and READ NOTES ON TM AND INCLUDED M!EK REFERANCE PAGE U&7473 rev. 100MMIS BEFORE USE Dogg n valkl la use only with Mnok® connectors. Ihts design S based Orly upon parametors shown, and b lop an hdlvkW IxddN component not o busssoloin. Before tao. thu bkAcing dwWnrof must vodly tho opPlkobilN of~ poamoters and IxopoilY Incorporate als design Into the overall Wdtrng design. Bracing 6ldlcolal Is to txwWV of Individual trim web and/of chord mernbeis city. AWtlorxl temporary and penrtanenl txcrbV WOW prevent Is alwaysiogr6ed for stability and to prevent collapse wlan pxtstille penoncl 19ray and property dosage. rot gonenal grldolce rogarding the 6904 Parke East BNd. knbxlcatbn, storage. dofNery. erection and bracing of musses and true syslorin. sooANWIR I Cuotify Criteria, DSa-89 and 1IC51 Building Component Tampa. FL 33610 Sasey Information avWableboonInnsRateInstitule. 218 N. lee Street. Sulle 312. Alexandria VA 27314. Job Truss Truss Type Oty Ply T12986434 WP0052 A7B Hip Gilder, 1 1 JopbOR'eference optional) nuuuers r-rrslaource, r ampa, nanl a.rry, rsonaa as000 Iwu s "Up 10eu s r mr r ax mwsures, rnc. urea van If r,s:,so: w ce r o rays r ID:rtylRhmE Rah3zfiORgKYRWC PY-3XW EEcgigrSzPEdyOPGjOPun666ql2PIE011W BzuRDF Scale a 1:67 6 5.00 F,2 Sxe = 30 = 5x6 = 30 = Sx8 4 19 20 5 21 22 6 23 24 7 25 26 a 05 0 1.SxeSTP= 18 27 3x6 = 30 = L j 28 17 16 29 30 1.5xe STP = 34 = 6xe = L-i) 15 31 32 14 13 33 1.5x8STP= 3x6 = axe = 1 Ly 34 12 1.54 STP= 30 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 0 1.SxeSTP= 18 27 3x6 = 30 = L j 28 17 16 29 30 1.5xe STP = 34 = 6xe = L-i) 15 31 32 14 13 33 1.5x8STP= 3x6 = axe = 1 Ly 34 12 1.54 STP= 30 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017lrP12014 CS1. TC 0.96 BC 0.72 WS 0.45 Matrix-SH DEFL. In Vert(LL) -0.05 Ven(CT) -0.10 Horz(CT) 0.03 loc) Well Ud 2-18 >999 240 2.18 >999 180 10 rVa n/a PLATES GRIP MT20 2441190 Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3.12 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 6-0.0 oc bracing. WEBS 20 SP No.3 WEBS I Row at midpt 8-14, 4-16 REACTIONS. All bearings 0-8-0. Ib) - Max Horz 2=46(LC 8) Max Uplill All uplift 1001b or less at joints) except 2=-243(LC 8), 10— 248(LC 9), 14=-754(LC 4), 16=-738(LC 5) Max Grav All reactions 2501b or less al joints) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16=2190(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1195/433, 3-4_ 1031/362, 4-5=-141/528, 5-6=-362/156, 6-7=-362/156, 7-8=-131/528, 8-9=-1031/375, 9-10=-I195/446 BOT CHORD 2-18=-393/1057, 16.18=-292/954, 15.16— 528M26, 14-15=-528/242, 12-14=-267/954, 10.12— 358/1057 WEBS 4-18=-1251690, 8-12=-1251690, 8-14=-16451555, 4 -16=- 164 5/567, 7.14_ 1154/575, 5-16=-1154/575,7-15=-316/990,5.15— 316 990,6.15— 590/367 NOTES - I) 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 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondtng. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplill at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sullicienl to support concentrated load(s) 124 lb down and 134 lb up al 7-0.0, 105 lb down and 107 lb up at 9-0.12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13.0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0.12, 105 lb down and 107 lb up at 19-0-0, 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22.11.4, 105 lb down and 107 lb up at 24-11-4, 105 lb down and 107 lb up at 26-11.4, and 105 lb down and 107 lb up at 28.11-4, and 124 lb down and 134 lb up at 31.0.0 on top chord, and 429 lb down and 182 lb up at 7-0.0, el lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13.0.12, 81 lb down at 15-0-12, 81 lb down at 17-0.12, 81 lb down at 19-0-0, 81 lb down at 20.11.4, 81 lb down at 22.11.4. 81 lb down at 26-11-4, and 81 lb down at 28.11.4, and 429 lb down and 182 lb up at 30-11.4 on bottom chord. The destgn/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 0 WARNAVG - VOW dadyn paramatam and READ NOTES ON THIS AND INCLUDED AfREK REFERANCE PAGE M67473 r*v. 100111 IS BEFORE USE Drips valid for use only vAlh Mllek® connectors. This design k based orgy upon p%aatmolors shown. and Is Ia an hdvldual IxAding component not o huss system. Below use. Iho blldktLl do3ignas must vedfy the a4lgkalflity, of doskir, paametem and property hoorpaole this design into the overall trAdlldtg design. eracng 6xticated b to provont buckling of kxllvkf W film web and/ar chord members only Additional lempotary and permanent doctrp WOWIsalwaysroquiredlopsl"ty and to povent cdlgse vAlh peabte personal Initay, and property damage. For gencial guldaico regadng Iho laLftalbn storage. delivery, erection and lxacktg of Ina3m asxl MR systems, sooANsl/1P1I Quality Criteria, D$649 and SCSI Building Component 6M Perk* East BNd. safety Irdormatlon avalla Ue from Ines Plato hutiltdo. 218 N. Lee Street. Wle 312. AlexaaxMas, VA 22314. Tarrpa. FL 33610 Truss Truss Type Oty Ply WP11052 T12986434IJobWP0052A76HipGirder, 1 1 Job Reference (optional) Builders F1r61S9UfCe, Tampa, Plant City, Florida 33566 U.130 s Sep 15 2017 MITeK Industries, Inc. Wed Jan 17 13:30:10 2013 Page 2 ID:rlylRhmERah3zllORgKYR9zPC PY-3xW EEcglgiSzPEdyOPGjOPun666gl2PIE011 W BzuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-4=-54,4-8=-54,B•11=-54,2-10=.20 Concentrated Loads lib) Vert: 4=-105(B)8=-105(B)18=-429(B) 12=-429(8)16=•58(B)7=-105(B)5=-105(B)15=-58(B)6=-105(B)19=-105(B)20=-105(B)21=-105(B)22=-105(B) 23=-105(8)24_ 105(B)25=-105(B)26=•105(B)27=-58(B)28— 58(B)29=-58(B)30=-58(B)31=-58(B)32=-58(B)33=-58(B)34=-58(B) 0 WARNING- Vally deelBn paivaWere and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE M&7473 rev. 109=15 BEFORE USE M-Agn valid to use only vAlh Wtlek®conneclors. fib doggn Is based oily upon parameters down. and Is for an YWMcAK71 buldbV component. not a truss syslem. Botae u so, the bLdntg designer must vodty the agllk:abYlN of dosign I,aarnetets and proporly bscoMorato ft doslgn Inlo tho ovorall btldhg design. bachg WKWatod I1 to pnovenl tmittng of trxflvkhKl to m web and/a chard members only. Adclitbrx/ lemporary and permaent txocbV M iTek' Is always regt8ed for sfdVtly and to prevent collgxo wllh pos6110 lorsoncl hKey and Ixoper y damage for general grldarae regarding the Wricallm slorago, delivery. orectkln aid txoahg of trusm and tFtm syslans secANSUM I Quality Cdterla. DSB-89 and SCSI Batlding Component 6904 Parke East Blvd. Solely Information cm0able born lrus Plate hsdkdo. 218 N. lee Shoot. Vile 312, Alexarx#kL VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0052 T12988435 WP0052 B1 Roof Special Girder 1 2 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:36:12 2018 Page 1 I D:rfytRhmERah3zftORgKYR9zPCPY-7Je7elsyMKihfXnLVgIBVq_9MvoYmwV 1 hhMPb 1 zuRDP 1.0 7.1.8 9.4.0 11.8.0 17.11-9 24-4.15 31.0 0 38-0.0 9.0- o 7.1.8 2.2.8 2.4.0 6-3.9 6 5 5 6 7.1 7-0-0 0 Sx6 = 5.00 12 Sx6 l& q 4 5 20 II J N 3x4 = 3x6 = 5x8 = Scale = 1:70.1 1.Sx8 STP = 17 76 15 24 25 26 14 1327 28 29 12 1.Sx8 STP = 3x6 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/fP12014 LUMBER - TOP CHORD 20 SP No.2'Except' 7.9: 20 SP No.1 BOT CHORD 20 SP N0.2'Except' 13-16: 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1910/0-8-0, 10=2510/0.8.0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10- 852(LC 9) TNB 30 = 34 = 20 11 3x6 = CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.85 Vert(LL)-0.3814.15 >999 240 MT20 244/190 BC 077 Vert(CT) -0.71 14.15 >629 180 WS 0.54 Horz(CT) 0.15 10 We n1a Matrix-SH Weight: 353 lb FT = 200b BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. Except: 8.11.11 oc bracing: 14.15. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 3.4=-3819/1168, 4-5=-3792/1155, 5.6=-7155/2339, 6.8=-7155/2339, 8.9=-73012463, 9.10=-5548/1866 BOT CHORD 2.17_ 998/3612, 15.17=•1587/5417, 14.15=-2340/7301, 12-14=-1633/5039, 10-12=-1628/5007 WEBS 4-17=-8542820, 5-17=-3124/1075, 9-12=-105/712, 9.14=•8042479, 5.15- 6952025, 8.14=-686/420, 6.15=-523/308, 8.15=-467/553 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row 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 (8) face 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 roof live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C, Encl., GCpt=0.18; MW FRS (envelope); cantilever left and tight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11-4, 145 lb down and 107 lb up at 20.11.4, 145 lb down and 107 lb up at 22-11-4, 145 lb down and 107 lb up at 24.11.4, 145 lb down and 107 lb up at 26.11-4, and 145 lb down and 107 lb up at 28-11-4, and 166lb down and 134 lb up at 31.0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down a1 22.11-4, 81 lb down at 24.114, 81 lb down at 26-11-4, and 81 lb down at 28.11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/seleclion of such connection msDonsibilltv of others. 0 WARNING . yoey deden pwanierem and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE U67473 rev. fa'OMIS BEFORE USE Despt vaild tot use only vnth MlloW contactom nib de3p1 Is bosod only upon pcoamelen shown, and Is foi m WvkW bslding componenl. not a truss system. Belae use. tho IxAcftng deslgner must verity Iho cir4ftot111ty of clutdW paamelen oW piowly hcoipaato W6 design Into tho ovetdl biding cfeslign. Biochg kickoled b to prevent bucatng of trWWkhxA suss wob vird/ot choid members only. Adcllttonal temporary and peimarwnl btct^Nw MOW Is always iegihed lot slodAlly o d to piovenl co9gsse with possiblo peno n l"ad ptoixidy donago. roi gonoral gildo ice iegading the tobiftation, storage. dedveiy, election ad txadng of misses ard trim syslemz seeANSVWI I Quality Criteria, DSB-89 and IICSI But" Component 6904 Peike East Blvd. SafW Information avcOcmle Rom miss Rate knaRite. 218 N. too Skeet. Sate 312. Alexa cWL VA 22.14. Tempo. FL 33610 Truss Truss Type Oty Ply WP0052 T1298fi435 Job WP0052 Bt Roof Special Girder 1 2 Job Reference (optional) Builders Flrsl5ource, Tampa, Plant Gity, Florida, 33555 a.IJU 6 sep 1 b ZVI i M1I eK inausales, Inc. vveo Jan 1 i 1s:Jtsnz zvaa rage c I D:rfytRhmERah3zfiORgKYR9zPCPY-7Je?elsyMKihiXnLVgIBVq_9MvoYmwV 1 hhMPb1 zuRDP LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1-4— 54, 4-5=-54, 5-9=-54, 9.11=-54, 2.10=-20 Concentrated Loads (lb) Veil: 9=-105(F) 12— 429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24_ 58(F) 25= 58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) 0 WARNWG - yedly deOgn powriatem and READ NOTES ON TNW ANDWCLUDEDWYEK REFERANCE PAGE M67473 mv. ra03Re/S BEFORE USE Design valid lot use only vAth Mllek® connectors, link design Is based only upon P®ometen shown. and Is for on IndlOdxd building component, not a buss system. Before use. the txAdng designer rnust verify tho o" tcd%IN of dou%p rxaraneters and pAopetly Incortmotu this design Into the overall building design. Bracing Indicated Is to buck16n0 of I ndlvkdual truss web and/or chotd members only. Additional kunpaary and Permanent bracing M iTek' pruvent Is always reC#Ared to stability and to povonl coUgxe vAlh possible personal Inlury and ptopeny damper. Tor general gukk=o rogading tta 6904 Pork* East Blvd. tabilcatloft storage, delivery, aoclion and btoci ng of busses and Inns systems seeANSIMI I Gudlty Criteria, DSB-89 and 11CSI Building Component To"Va. FL 33610SootyIrdomroBonavaBalalefromInnsRateInstitute. 218 N. Leo Sheet, Suite 312. Alexandria. VA 22314. Truss Truss Type Oty Ply WPOO52 T12986436IJobWP0052BitJack -Open 12 1 Job Reference (optional) Cmlaers rlrsrSource, Iampa, Ylani .;ny, atone J306o a.IJV S Sep 1D eV) / MI IUK w11aV51ne5, knc. vveo Jon it 1J;Ja;1J ewa P-uyu 1 ID:rtl4RhmERah3zliORgKYR9zPCPY-TW BNseta7dgYGhMX3YgO22W UW1eW8BwL5y7TzuRDO 1.0.0 1.0.0 1.0.0 1-0.0 20 = 1.5x6STP= LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Verl(LL) 0.00 2 999 240 TCDL 7.0 Lumbei DOL 1.25 BC 0.01 Verl(CT) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 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. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 PC bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511, Cat. If: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 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 psf 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 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 8 lb uplift at joint 3 and 69 lb uplift at joint 2. 0 WARNING. Verfly d4dyn paranw rom and READ NOTES ON THIS AND INCLUDED WMKREFERANCE PACE W 7479 rev. 109MIS BEFORE USE Design valid for use only vnlh MHek® connectors. Ihts design Is L<oocd only upon p iametem shown, and Is la on Ix9vkdual LAAding component not a huss system. Bofote uso. the building dedgnm must vedty the cyxlicabllty of doslgn pmonoters and plopody Incorporate it* doslgn Into the ovoiall btfdbV design. Broctlg Indicated Is to buckling of Individual buss web and/or chord mombers only. Additional temporary and pennartanl bwdng Welk' povent Is d1woys negwbed fa slotAlly aid to povont collcpso vAth posM personal k*sy and paoporly domago. ron geneicigukkinco wogading lho klnicatlon stowage. dollvery, mectbn ant bwocW of Kam and Miss xplonn seeANSVM I Quality Criteria. DSB-89 and SCSI Building Component 6904 Po*e East Blvd. Sotety, Iroormatlon cmflk bto Dom muss Rate Institute. 218 N. lee Shool. Vile M2. Alexanddo. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply W170052 T12986437IJobWP0052BJ3Jack -Open 10 1 Job Reference o Uonal Builders FirsiSource, Tampa, Plant Ulty, Florida 33555 a.13U s b8p 15 dV 1 A Nrr r ex mousmes, inc. Wed dan it t o:oo: t o cv i c rage i ID:rtytRhmERah3zliORgKYR9zPCPY-TW BNseta7dgYGhMX3YgO22WT W HbW8BwL5y7TzuRDO 1.0.0 3-0.0 1 0.0 - - - — 3-0.0 3x4 = 1.Sx8 STP = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(CT) 0.01 2.4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/MechaniCal Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale a 1:10.0 7 o N PLATES GRIP MT20 244/190 Weight: 11 lb FT = 2010 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- 1) Wind- ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3 Opst; h=1511; Cal. 11; Exp C; Encl., GCpi--0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at joint 2. 0 w mwa - vedrydeogn parnawm and READ NOTES ON THIS AND WCLUDED AUrUK REFERANCE GAGE M167473 rev. IGV39015 BEFORE USE Doslgri votld for use orgy with Milek®connoclom M desluil h txaod only upon Ixaameters shown, atd Is lot an hdlv"xil Luldliv comporwnt, not a hum system. Bofoto use, lho NAcing doslgner must ve4fy the opdkablity, of down rxaanoteis and rAoWly InooWato Iltb clown Into the overall btfic& V down. ®ackV t rickaled Is to bucldkV of Irx11vicho l floss web and/ot chord members only. Additional tempaay axl perimnenl brcrtrrg WOW rXevonfIs clwc" reel lied lot slobW axl to ptovonl col"xie wtltl possasle personal tritay and p iciperly domago. ra gonerd guklotce reW&V Itte East Blvd. 6904ParkeEastasloicW. delivery. eaeetion xl txockV of frusm tcl Ittru syslema, seeMS1/iPl1 Ou00y Crltefb. Dsa-89 and SCSI Bunding Component Tamps. FL safetyInfamotlonavdlablofrommassRafttrts0hle. 218 N. Lee Street. suite 312. AlexaxMcs. VA 22314. safety Job Truss Truss Type City Ply WP0052 T1298fi438 WPOO52 BJ5 Jack -Open 6 1 Job Reference (optional) Builders FUSISOUfCe, Tampa, Plant City, Florida 33555 0.13U S bop 15 ZUI 7 MI I eK IIIOUSIneS, Inc. vveo .ten l r 16C3a:14 Zuf tt rage f I D:"RhmERsh3zfiORgKYR9zPCPY-xr113__tCuxzPurxkdFLfaF3ZOjaxEyOK9Tr W NzuRDN 1-ao 5-0-0 1.0 o 5.0.0 3x8 = 1.5X8 STP= LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Veff(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix•P LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale a 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20^0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live toads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. 0 WARNING - VOW design poannfon and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PAGE 1119,7077 mv. 1003 IS BEFORE USE Design valid la use only vAlh Mllek®conneclom 0* design Is posed only upon paanetens shown, and Is for an MNkkt" lxAdhng component. not a truss systein. Before use. the tx/kltrig da *pv-1 must vodly Me applicability of design paranelers and properly hcaporule tills design Into the oven". btfidhg design Racingg Indlcatod Is to wevenl budding of IndIv duct! truss web as/or chord members only. Additional lemporasy and lxnmaonl txcr-" MiTek' Is a lwoys required lot stability, and to Ixovenl cdtapsso with pos*)Ie personal IrW and plop" danage. roi general guidance regadtV the lalnrlcatkn, sloioge, do leery. erection and bracing of trusts and Inns systems, sooANsimi I Ouatity, CrUmla, DS1111-89 and IICS1 ItuUdOrg Component 6904 Penile East Blvd. Safety IMormation ovalk'"a from Inns Rate trrstikdo. 218 N. toe Street. Stl.e 312. Alexandit VA 22314 Torres. FL 33610 Job Truss Truss Type Oty Ply T 129ti6439 W P0052 CI Hip 1 1 IWPO052JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566• 8.130 s Sep 15 2017 MITek industries, Inc. Woo Jan 17 13:38:15 20W rage 1 ID:rfytRhmERah3zliORgKYR9zPCPY-PuJ7HJuglFSGW 7 W wAysu7Tckb7pDzNAUNfa3BMzuRDM 1•0•0 5.11.10 8-4.0 10.4-0 12.8.6 18.8.0 1-0.0 5.11.10 2-4-s 2.0% 2.4.6 5.11.10 30 = US II 30 = 10 - 1.Sx8STP= 3x8 = US = US = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 Scale a 1:33.3 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 BC 0.71 Vert(CT) •0.36 2-10 >417 180 W B 0.16 Horz(CT) 0.03 8 rlla n/a Maldx-SH Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. REACTIONS. (lb/size) 8=575/0-8-0, 2=703/0.8.0, 9=126/0-8-0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1), 2=703(LC 1), 9=159(LC 3) FORCES. (lb) - Max. Comp./Max. Ten . All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-1067/826, 3.4_ 820/646, 4-5=-721/610, 5.6=-721/610, 6-7=-817/653, 7.8=-1060/881 BOT CHORD 2-10=-700/938, 9-10=•67SM13, 8.9- 67SM13 WEBS 3-10=-278/395, 5.10=-358/416, 7.10=-252/455 NOTES- 1) Unbalanced root live loads Have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5.0-0, Extedor(2) 5.0.0 to 18.4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 lb uplift at Joint 9. 0 ~Nwa . vadoy deogn perat www and READ NOTES oN THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev. I110MIS BEFORE USE Design vdkl low use only NAM M nek® conneclors. This doslgn b based only upon paanelers shown. and Is la an Individual building compononl. not o him system. Buloo use. the IxAding designer coral vestry lho applicability of dosfgn pads Men and proporly Incorpetale Sib design Into tho ovocm brlding design. Racing Indicated Is to buckIliv of IndIvwual tens web and/or chord members only. Additim" tempos , and parnanent txacN Welk' prevent Is dwoys regrlred lop stability and to prevent collapse vnlh possible personal k*sy and property danago. rot gaxKcl guidance pegarmng the 6904 Parke East Blvd. labricallm stotctgo. delivery, erection and lxactrV of busses and truss syslems. weANSI/IPI I Quality Crlledo, D$11.89 and SCSI BuIlderg Component Torrpo. FL 33610SafetyIntormPonavallablekomtrussWifeknsebube. 218 N. too Street. Sllte 312. Alexandria, VA 22314. Truss Truss Type Oty Ply T12986440IJobWP0052C2Hip11IWPOO- 52 Job Reference (optional) Builders FirSISDUfCe, Tampa, Plant Clty, Florida 33555 6.13u s rep 15 zut i NIl i ex mausales, Inc. wee ,fan i i is:sa:ia zuia rage i ID:r44RhmE Rah3zfiORgKYR9zPCPY-PW 7HJugtF5GW? W wAysu7Tcjl7rhzKeUNfa3BMzuRDM 1 0 0 6.4.0 12.4.0 18.8-0 1 0 0 6.4.0 - 6.0.0 6.4-0 ' 3x8 = Sx8 = 4x6 = 1.S* STP = 3x4 = 6.4.0 12.4.0 13-4.0 18-8-0 64.0 6.0-0 1-0.0 5.4-0 Scale = 1:33.5 P= 3x6 = Plate Offsets (X,Y)- 2:0.4.2 0.1-81,13:0.5.12 0-2-81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 2-9 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.09 7-9 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 HOrz(CT) 0.02 5 We n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 75 lb FT = 20°0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 5=337/0.8.0, 2=603/0-8.0, 6=464/0.6.0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2=-173(LC 8), 6=-99(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-885/581, 3-4=-398/390, 4.5=-512/322 BOT CHORD 2-9= 460l748, 7-9- 461/758, 6.7=-180/406, 5-6=-180/406 WEBS 3-9=-19/282, 3.7=-426/319, 4-7=-159264 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.4.10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10.7 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3)-1.0.010 5.0-0, Exledor(2) 5-0-0 to 18.4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. 0 WARNING - Vwfly desl9n pwanarom and READ NOTES ON THIS AND INCLUDED 41rIEK REFERANCE PAGE I1447473 rev. IM37015 BEFORE USE Design valid lot use only with M11ek9 connectors. 6a13 design Is based only upon potamelors shown, and Is for an Incllviclu ai bAdtng component. not a Russ system. Balm use, the building closlpnot must verity the c4)NI a bllty of design paaraMors and Ixorxariy hcotpoate thh design Into the ovoaal design. Bracing Inclicatod Is to bucNing In lWkltxal truss web ancf/or chord members orgy. Acfc9tlon al temporary and permanent bracing M iTek' bticling prevent of Is always iegWed lot stability and to prevent cotigxe wllh possible porsonal"and paoporly, damage. roi general guklanco iegodrag Ino 6904 Parka East Blvd. Ic4>ticatlot sloage. delNery, erectlon Cenci bracing of htaSsas and Miss systems P30ANSi/101 I Quality Criteria, DSB-6? am SCSI Building component Tampa. FL 33610SafetyInformationavclablefromhuesPlatohx6hno. 218 N. tee Sheol. SWto 312. AlexancW. VA 22314. Truss Truss Type Oty Ply T12986441IJobWPOO52CJ3DiagonalHipGirder11IWPO052JobReferenceoUonal Builders FirsiSoorce, Tampa, Plant kmy, hlonoa 33b55 0. r ov 5 OUP ro cv 1 r ml 1 nn mvwulra, uM. - . van 11 w.vv. lv cv I v r ayo . ID:rtytRhmERah3zliORgKYR9zPCPY-u4tW UIvSOYD78946kgN71g8z4 WJvistdcJKdkozuRDL 1.5 p 3.2.14 1.5.0 3.2.14 Smote . 1:9.2 2s4 = 3.2.14 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(ILL) -0.00 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2.4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOrz(CT) -0.00 3 Pla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0.10.15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2=-94(LC 4) Max Grav 3=45(LC 32). 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 qualilied building designer as per ANSUTPI 1. 3) Gable studs spaced at 2.0.0 oc. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at joint 2. 8) 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, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1.4-15, and 1 lb down at 1-4.15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4- 20 Concentrated Loads (Ib) Vert: 5=44(F=22, B=22) 0 w mwa - veMy. dewy. penmetem and READ N07E5 ON THIS AND INCLUDED UrTEK REFERANCE PAGE 41A7473 rev. 10000/1015 BEFORE USE Deslgn valid for use only vAlh MnekO connector& D* design b bawd only upon paanelen atlowrx and Is la an hdM1Adrx/ bulk p component. not a lit = system. Boloo use, the b k&V deal" must verity tho applicalAlty, of Ouslgn paamelos and IxoparlY frrcorporato 01b design Into the overall boding dWgrx Brac IrWlcaled Is to prevent t=k1krg of kxyrkApal truss web and/or chord members only. A[kytlorni temporary and permaeni tx -frrg WOW b always reed lop skdAy aril to povent cdtgxe elm posUte perwrx/ k*my old popedy damoW. ror gonad galdarco pogadng Ie ktlxtcallax storage. delivery, erection aaxl bacfrrg of trtp=es and Inr=syst(mm seeANSIMI I CuaUty Criteria, DSB49 and BC31 BuUdtng Component 6904 Ports Esst Blvd. Safety Infomrollon aval)We from ]run Rate trallfrdo. 218 N. tee Shout. Sulle 3)2. Alexandria. VA 22114. Tarrpa. FL 33610 Job Truss Truss Type City Ply T12986442 WP0052 CJ5 Diagonal Hip Girder 2 1JpobOR0- 52 etererice (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MIT9K Industries, Inc. Wed Jan 17 13:35:17 2013 Page I ID:rtytRhmERah3zliORgKYR9zPCPY-MHRui?w5BsL_IlfJINuMCuhz1 wYaRJ7mrz3AGEzuRDK 1.5 0 3.9.9 7-0.2 1.5.0 3.9.9 3.2.8 Lf-]Ea LOADING (psf) SPACING- 2-0.0 CSI. DEFL in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 2-4 756 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Verl(CT) 0.18 2.4 440 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Mainx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. Sole a 1:16.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=151t; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical [ell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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 91 lb uplift at Joint 3 and 159 lb uplift at joint 2. 0 WARNING- Veray dedlgn pammirtmi; and READ NOTES ON THIS AND WCLUDED WTEK REFERANCE PAGE M467473 rev. 100=15 BEFORE USE DeOgn valKl for use only Win M11106 connectors. Ills doslgn Is bored only upon paanoters shovnt, and b lot at IndNkArtb NAding component. not a buss syslem. Bolofe uso. tiro btAc&V deslgnm must vedty Bav mA[cdAlty of deWjn paaneteis ad propoily htcorpaate fhh doslgn hHo Bav overdl bAdrng design. Bracing Indicated Is to prevent bucldlng of Inc Mdual truss web ad/or chord members only. Ad(JIWO ternporay aal pmuKvwnt brc+=91g M iTek' Is always reel bed fa sla Ally and to Ixavortf coil%= with possible personal hbdy acl properly dunage. For goncid gJdalco sogadlrtg Ow IoMallcn stooge, deMery. eiec0on axt biockV of lnrs%=acl trim solems. soeANSt/1Pt1 Duality Crltedo. DSB-87 and SC31 Building Component 6904 Park* East Blvd safety IMomsotlon available hom litra Plato hx llhrlo. 218 N. lee Street. St/te 312. Alexadrla. VA 22314. Tarrpo. FL 33610 Job Truss Truss Type Oty Ply WPQ062 T12986443 WPOO52I CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) 9UIIGerS FIrs150=13, Tampa, Plant Vity, UlonGB 33555 0.130 S Sep 15 ZO17 MI leK irIGUSUl2S, InC. WeG J8n 17 13:J9:1U Z01U rage 1 ID:"RhmERsh3zliORgKYR9zPCPY-gT?GvL*ATrNSEVs5PbI5E HPKwI Akhw4dpjogzuRDJ 1-s-0 7.0.8 9.10.1 1.5 0 7.0.8 2.9.9 Scale - 1:21.2 la . 2x4 = 2x4 = „ 5 2x4 '\ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Verl(CT) -0.11 2-7 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.17 Horz(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 39 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 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. (Ib/slze) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical Max Horz 2=131(LC 22) Max Uplill 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (Ib) or less except when shown. TOP CHORD 2.3=-593/161 BOT CHORD 2.7=-206/527, 6.7=-206/527 WEBS 3.6=-696/272, 3.7=0/359 NOTES- 1) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1.4.15, 68 lb down and 85 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 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7.0-14 on top chord, and 1 lb down at 1.4.15, 1 lb down at 1-4-15, 18 lb down at 4.2.15, 18 lb down at 4.2.15, and 38 lb down at 7.0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 2.5=-20 Concentrated Loads (Ib) Verl: 3=-75(F=-38, B_ 38) 7= 36(F_ 18, B=-18) 8=44(F=22, 8=22) 0 WARNWO - VadOy dadyn pammdaa and READ NOTES ON THIS AND INCLUDED NrIEK REFERANCE PAGE ND-7473 mv. 1001132015 BEFORE USE Do3ign voild lot use only vAlh Mnek® comm"s. Ihh dash Is based only upon pmomelers shown, and Is for an ildNldu01 building component. not o buss sWom. Before use. the building closkpwr must vodfy the "IcoUBiry of deslpn twranolon aId poperly bncorpaato Wale design Into tho overall bildfrrg design. Brach trxflcatod h to prevent bu kW* of IndlMucl 111M web oW/a chord mointwrs only. Adel IWO temporary and Wincalent broOV M iTek' Is always rogtlied for st"It, and to pnovont collgxo Win possible personal byuy and proporly donago. for geneid glldooe rogadblg tho totxk:alklxt slorcrge. deMery, aocllon and trocl ng of tnrsses and Inns systenn. seeANSI/TPl1 Quality Cdlerlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcncsde from lnos Rate InstIKAo. 2118 N. too Sheet, Stlte 312, Alexand4a. VA 71314. Torrgo. Fl. 33610 Truss Truss Type City Ply IJobWP0052 Dt Roof Special 1 1T12986444JaPOR'eterence optional) Builders FirslSource, Tampa, Plant City, Florida 33566 B.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:19 2018 Page 1 ID:rtytRhmE Rah3zliORgKYR9zPCPY-IIZe6hxLlTbh?cphPowgHJmOykF3v9V31HYHL7zuRDl 1.0 0 6.8.0 9.0-0 13.0-0 14.4.0 18 8 0 1-0-0 6.8-0 2-4-0 4.0-0 4-4-0 4x6 = Scale a 1:34.1 Id 4x6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 3x4 = 1.54STP= 20 11 3x4 = p= 30 = CSI. DEFL. in hoc) Well Ud PLATES GRIP TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 BC 0.46 Vert(CT) -0.10 2-11 >999 180 WB 0.26 Horz(CT) 0.01 7 Na n/a Matrix-SH Weight: 78 lb FT = 204b BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Ib/slze) 7=164/0.8.0, 2=530/0.8.0, 9=710/0.8-0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2- 152(LC 12). 9_ 176(LC 13) Max Gray 7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-672/597, 3.4=-604/636 BOT CHORD 2.11_ 407/550, 9.11=-527/617 WEBS 3-11=-111/265, 5.9_ 269/231, 4-9_ 654/527 NOTES- 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7.10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5.0-0, Exterior(2) 5.0-0 to 6.8.0, Comer(3) 6.8.0 to 18-4.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" 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 68 lb uplift at Joint 7,152 lb uplift at Joint 2 and 176 lb uplift at joint 9. 0 WARNING- Vedfy design par snwrars and READ NOTES ON TM AND INCLUDED /KREK REFERANCE PAGE 11167473 mv. Iit &MIS BEFORE USE Design valid for use orgy vAlh WIek* connoctas. Inls design is based only upon paameters shown. axd Is log an 6xlvkAral biAdh g component. not o truss system. Boforo use. the 1xgkJng designer must verity the o;xftdA1ty of design Ixaanelers and properly IncoiMolo Mis design Into the oveuil brAdlklg dmlgn. Brocing Ind calod Is to piuvenl bticlding of trrlMduul Inrss web and/or chord members only. Add9tbnW temporary and permanent backing MiTekIsalwaysiequbedforsk11011yandtopreventcoltwithpossiblePersonal nAAy and property damage. roi general guidance regarding Via fabilcallom storage. doliveiy. oroctlon and brackng of IrUSM and inns syslorns, sooANSI/IPI I Quality Citterla, DSB-97 and SCSI Building Compomni 6904 Parke East Blvd. Safety Information avallable tram lrua Rate ImBRAe. 218 N lee Street. Sipe 312. Alexandrkn. VA 22M, 14. Tonga. FL 33610 Truss Truss Type Ory Ply WPOO52IJob T12986445 W POO52 D2 Root Special Girder t 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:20 2018 Page 1 ID:rfylRhmE Rah3zfiORgKYR9zPCPY-ms7OK 1 yzUnjYcmOlzW S3gWJb78S6eaYD%xlgtzzuRDH 1.00 6.8-0 11.0.0 16-4-0 16-8-0 11}8.0 1.0 0 6.8.0 4-4.0 5.4-0 2-4-0 I-0-O T S. 30 = Us = 1.54 STP = 3x4 = Sole - 1:34.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.55 BC 0,98 WB 0.41 Matrix-SH DEFL. Ven(LL) Vert(CT) Horz(CT) In (loc) I/defl Ud 0.10 10.12 >999 240 0.17 10.12 >889 180 0.02 6 n/a rVa PLATES GRIP MT20 244/190 Weight: 80lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3.6 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=372/0-8.0. 9=490/0.8-0 Max Horz 2=44(LC 8) Max Uplift 2=-163(LC 8), 6=-127(LC 5). 9=-117(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-841/207, 3.4=-803/202, 4-5=-321/112, 5-6=-370/107 BOT CHORD 2-12=-131/704, 10-12=-303/1088, 9.10=-285/1044, 8.9=-285/1044, 6.8=-70/330 WEBS 3-12=-44/349, 4-12-449214, 4-10-308/125, 4.8-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=15ft; Cat. 11, Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163lb uplift at joint 2,127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb up at 15.7.4, and 86 lb down and 93 lb up at 16.4.0 on top chord, and 13 lb down at 13.7.4, and 13 lb down at 15.7.4, and 20 lb down at 16-4-0 on bottom chord. The deslgntselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as Iron) (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3-4- 54, 4-5-54, 5-7=-54, 2-6-20 Concentrated Loads (Ib) Van: 5=24(F) 8=-O(F) 0 WARNING - Verily 41909n pmenierers and READ NOTES ON THIS AND INCLUDED N/IEK REFERANCE PAGE 1107477 rev. I6D MI S BEFORE USE Design vdid lop use only with MllekS connoclors. fhb design Is based only upon paometen shown, and Is lot an Ixlviduial budding component not a huss system. Before use. the building daskynei must verify Iho oplAlcablily of design lxxco nelors and properly WOtpOialo this design into the overall building design. Baeing Indlcaled Is to prevent buckling of individual truss web and/or chord mernbeis only. Adaltlorxl temporary aril rAmnanenl bracing MiTekIsalwaysrequiredlastabilityandtolrovenlcolarxevAlhpossiblepersonalldi/T and properly damogo. roi general guldanco iogading Bud fabricatlon, staage, dollvory, otoctlon arid baling of misses caxd trim systems. secANSI/IPI I Quality Cillerb, DSB-97 and SCSI Sulding Component 6904 Parke East Blvd Safety IMormaion avclable from Irtm Rate Instthdo. 218 N. Lee Street, Stillo 312. Adexanddn. VA 22314. Tamps. FL 33610 Job Truss Truss Type Oty Ply WPOO52 I T12986446 W POO52 E 1 Hip Girder 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page 1 ID:rfytRhmERah3zliORgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7NSJMmb1 NP7zuRDG 1.0.0 5.0.0 8-4.0 13.4.0 1.0.0 5.0.0 3.4.0 5-0.0 Scale a 1:24.3 4x6 = 06 = 1.54 STP = 20 11 20 11 1.5x8 STP = 30 = 3x4 = LOADING (psl) SPACING- 2.0.0 CSI. OEFL. in loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(ILL) 0.06 5.6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.09 5.6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 We rl/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 5=721/0.8.0, 2=801/0.8.0 Max Horz 2=41(LC 12) Max Uplift 5=-243(LC 9), 2=-274(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1413/482, 3-4-1250/454, 4.5=-1411/478 BOT CHORD 2.7=-403/1238, 6.7=-400/1250, 5.6=-402/1238 WEBS 3.7=0/307.4.6=0/306 NOTES- 1) Unbalanced roof live loads have been considered lot this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; End., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf 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 243 Ito uplift at joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 Ib up at 5.0.0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8.4.0 on top chord, and 116 lb down at 5.0.0, and 52 lb down at 6.8.0, and 116 lb down at 8.3.4 on bottom chord The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (Ib) Veil: 3=-141(F) 4=-141(F) 7- 72(F) 6- 72(F) 8=-60(F) 9- 26(F) 0 WARNWG - V*1l/7 doaign ja ..W. and READ NOTES ON THIS AND WCLUDED K EK REFERANCE PAGE 011111.7473 rsv. IM"015 BEFORE USE. Design valid low the only vAth Kraft* connoctots. This despn K based only Won paanetas sIX wn, and Is rid an trxllviclual btAdblg component, nor a truss system. Before trso. rho lxlldtrtg doslgnci must verily Iho a"Aldalbilly of design poianeters and pwtoriy Incorpoiate M dasign Into the ovotall btidtrtg design. Brachg Inckated Is to ptovent buck" of trtdlvidurl tons web artd/a chord members only. A&Jflonal lempotary and pemwonent biactng WOW Is always tegrbed tot std101ly and to Imovenl collol se vAlh possDsle personal hluy and ptoparty donagn. nor general gJdalce rcgadtrtg the lalxkallon, storage, delivery. erection and btactrlg of lames qW moss systems. socANSIf"If I Quality CdtMo, DS"9 and BCSI Building Component 6904 Pork* East Blvd safely Informallon avrLcble from lnrss Plate traOMe. 218 N. lea Streol. Mle, 312, Alexcatdda. VA 22314. T*np*. FL 33610 Job Truss Truss Type Oty Ply W P0052 T12986447 WP0052 EJ3I Jack -Open 2 1 Job Reference (optional) BUllderS FirSI50UrCe, Tampa, Plent Glty, Florida 33555 a.13U S b9p T5 ZVI r Ml I OK moustnes, Inc. weo Jan f r iu%s :zl zula rage 1 ID:rlytRhmERahh3zflORgKYR9zPCPY•E29PXNzbFSrPEwz4XDzlMksrIX10N77Mmb1 NP7zuRDG 1-0 0 2.4-0 1 0 0 2.4.0 20 = 1.SxB STP - LOADING (PSI) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1,25 BC 0.04 Vert(CT) 0.00 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12), 2=-74(LC 8) Max Gray 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:9.4 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VU11=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 Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 6 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 20.0psf 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 27 lb uplift at joint 3 and 74 lb uplift at joint 2. Q WARNING - Verily do&Vn peremeren and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE M67477 rev. 1003MIS BEFORE USE Design vaild for use only vAlh Mnek® con nectars. fhb design Is based only upon pxaanetem shown and Is to an I ndlvldual txulding component. not d truss system. Before use. the buW*V doOgnon must verity the atYrllcabilty of do9W paanolers and rAopody Yncatmote link design Into the overall b idho design ftooN Irxticated Is to txakling of Irxll AKA tam web and/or chard members only. Addllonal temporary and permanent broclrV MiTek' prevent Is always reryubed tot stability and to pnovont collapse vAth possible personal hkey and pxoporty danage. For general guidance rogardlng Iho fabrication storage, delivery, ooctlon and IxackV of trusses and Irm systems. sooANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Terrpa. FL =10SafetyInformationavailablefromhumRatebuBhrie. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0052 T12986448 W POO52 EJ5 Jack -Open 3 1 Job Reference (optional) uunuers mrsibource, i ampa, Plant airy, monad uutititi a. i 4v s *ep 1 ti zul r Nrr r ex mousmes, inc. vveo don r i i s;aa;" ev to r-eye t h3zfiORgKYR9zPCPY-iEEnlj DOOzGs4YG5xVXvxOxPxJo6aMW7Fn)mSzuRDF Scale. 1:14.9 3X8 = 1.Sx8 STP = 5-a0 5.0.0 Plate Onsets (X,Y)— 12:0-8-0.0-0-101 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,56 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Verl(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We We BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 2096 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever loll and right exposed; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 end 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. 0 WARNING- Yof1y dtarpn parotrr4ttae and READ NOTES ON THIS AND INCLUDED W WK REFERANCE PAGE M67473 tay. I&MMIS BEFORE USE Design vulld lot use only with Milek9 connectons. this design Is based only upon paameters shown. and Is lop an ixlNkAal txddbt0 componenl. not o btassystem. Bolone use. Ile building doslgnor must vedty the apptk:alAlty of design poameters and Ixorxnly Incotpotato this design Into the ovenril buldbtg design. Bracing Indicated Is to rxevenl buciaing of bndlvklual truss web and/on chord rnernbon orgy. Addillo wl lemptxcxy and petrnanent bracing WOW Is tlways required to sIdAlty and to povent Cdlaptso vAm pxsiole Ixxaonal Init" and lxoporly damage. for general gtidanco negadbng the lalxtcotlon storage, delivery. eneetlon and tracing of ulnae and Inrss systems, soeANSIMI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd, Safety Infomiallon avallallo from Etas Rate Inslittdo, 218 N. too Street. Stdte 312. Aloxancfrla. VA 22314. Tonpo. FL 33610 Truss Truss pe Oty Ply 0052 T12986449IJobWP0052EJ7[Wop Jack-Open 20 1 Reference ( optional) Hungers I-irsibource, I amps, went wty, monaa 335bb 3x6 = 1. 5x8 STP = 7. 0.0 7. 0.0 a. l su s bep 15 zul r Mi l ex Irlausales, n1G. vveo ,ran 1 i i;1:sa:zj zui a rage n h3zfiORgKYR9zPCPY- ARo9y3_rn157TD7See7mS9xONLapr 1 cfDvW UUuzuRDE Scale. 1:19.0 Plate Offsets (X,Y)-- 2:0-8.0,0.0-101 LOADING ( PSI) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2-4 594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.18 2.4 431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa rVa BCDL 10.0 Code FSC2017/'rP12014 Matrix-SH Weight: 23 lb FT = 201L LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.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) MaxGrav 3=159(LC 1), 2=324(LC 1), 4=121(LC3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0, Exterfor(2) 5.0-0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 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 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 102 Ib uplift at joint 3 and 85 lb uplift at joint 2. 0 wARmwa - veAr7 de*dyn pruamefa* and READ NOTES ON TM AND WCLUDED Ur EK REFERANCE PAGE I107473 r*v. rrtA MIS BEFORE USE Design valid for use orgy With Kiek® connectonl. Ink design b bawd oriy upon paamelers shown. and k lot an individual btddkng component. not a puss swlem. Before use, the bWUnp deskrrwr must voilly Iho alVIcal711ty, of design pauamaleus and Ixopoily Incog7aate this cosign kilo tho overall building duslgn. Bracing indicated Is to prevent krscldkng of individual buss web and/or chord mernbms only. Additional lernwary and permanent bracing WOW Is at roys iogW ed for slaUlly and to prevent coOcVw with po:;Mto pumonal knfuy and proporiy damage. rot general guidance iegading the kAbncalbrt staago, delivery. eiectlon and bnlchng of h uses a Ki miss systems seeANSIMI I Oira6ty Criteria, OSS-69 and SCSI BuOding Component 6904 Park* East Blvd Safety information avalklAo horn Ines Plate kn9hule. 218 N. tee Sheet. Stile 312. Alexaxbla. VA W314. Torrpe. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION r _ t) 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. o'1/ ldr For 4 x 2 orientation, locate Plates 0-V from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Mrrek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 c O U a. O r JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 r~ O U a. O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM M1I0 M!Tek § 0 MITek Engineering 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-brocing. Is always required. See SCSI. 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 corsldered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and qA other Interested porties. 5. Cut members to bear tightly against each other. 6. Place plates On each face of truss of eoch' joint and embed fully. Knots and wane of joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber sholl not exceed 19% of time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treoted, or green lumber. 10. Comber is a non-structural consideration and Is the responsibility of truss fobrbator. General practice Is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and size, and In oo respects, equal to or better than that specified. 13. Top chords must be sheathed or purllns 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 bad 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. 6EARIN6 HEI6HT 56HEOULE 38-0-0 13-8-0 11-8-0 12-8-0 E m M0, 19-4-0 5-4-0 m m NOTE5: L) REFER TO 0 91(REOOAMEMATIONS FOR HA DLM INSTALLATION AND TEMPORARY CMIN6.) REFER TO EN61NEERED MAWIN65 FOR PERMANFM DRAOMG REQUIRED. 1.) ALL TRUSSES (KUDIN6 TRUSSES 11NDER VALLEY FRAMPG) MUST OE (OL4'LETELY DEOREO OR REFE0 TO DETAIL VD5 FOR ALTERNATE DRAOM REOUIREMENTS. 3) ALL VALLEYS ARE TO 6E G WENTIONALLY FRAMED DY MLOER. 4) ALL TRI159E5 ARE OESUNEO FOR 7 o c. IMMAXU SPA(IN6, UNLESS OTHERWISE NOTED 5) ALL WALL SHOWN ON FLAC09W RAN ARE MNSDEREO TO 6E LOAD DEARM UNLE% OTHERWISE NOTED 6) SY42 TRUSSES MINT DE INSTALLED WITH THE TOP OEIN6 UP. 7.) ALL ROOF TRUSS HANGERS TO OE SUAMM HTU26 MESS OTHERWISE NOTEO. ALL FLOOR TRUSS HANGERS TO DE 9WPSON THA4Z2 (LESS OTHERWISE NOTED 6) OEAAOHEADEFAMEL TO VE FMSHED OY MLOE rq 5HOP DRAWING APPROVAL M LAYOUT 15 THE 50.E SM FOR FADMAHON OF TOMES AND VOIDS ALL VRETWUS AROITEOTLM OR OVER TW%LAYOUTS REVIEW APO APFROVAL OF TITS LAYOUT Kht DE REMO IEFORE ANY TOMAS WLL VE CULT. VERIFY ALL OQDITIONS TO M M MAIMT ONMES THAT WLL RESAT IN EXTRA OMES 10 YOU fq-9a O*vl hu . Affmcl OF Tns Builders FirstSource Orlando PHONE: 407.651.2100 FAX: 407-851.7111 Plant City PHONE: 615-759-5951 FAX: 615-752.M52 Starlight Homes 1: 1769 Hawking T R woHa: WP0052 OH T• 11-7-17 Josh RECORD COPY City of Sanford Building and Fire Prevention Product Approval.) ecification Form SANFORD Permit # # 1 8- 1 0 8 6 PARTM` Project Location Address iP-31; b lb \. k r -• 1_ 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 8 DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 Category / Subcategory Manufacturer Product 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 LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 v 1/2/2018 Florida Building Code Online BQS Home, I Log In I User Registration I Ho 7oplcs I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SOS Site Map I Unks I bear• i. .. .v•.•.• r. •. car n•r.n rv ur r.,. a^ Product ApprovalrUSER: Public User M 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 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. Validation Checklist - Hardcopy Received 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:/Avww.floddabuilding.org/pr/pr app_Otl.aspx 1/3 ' 1 /2/2018 Florida Building Code Online Product Approval Method Date SubnUtted_,,, Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL it IModel, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.4.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 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.odf 15036.6, f. ClassicCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.6.o6f: 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 15036.6 for Design Pressure Ratings, any' f LIS036 R2 AE (a) Eval 15036.6.odf additional use limitations, installation instructions and product. Created by Independent Third Party: Yes https://www. 1 /2/2018 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 FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.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 (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 J. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 II (a) 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 (a) 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. 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 wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: 0 Credit Card Safe https:/Avww.floridabuilding.org/pr/pr_app_.Otl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813,659.9197 Florida Board of Profeuional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name SwingingExterior Therma Tru Corporation Classic -Craft" Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.293.1740 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. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Siqned 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. Siqned S Sealed by Lyndon F. Schmidt, P.E. Prepared by `tj%J1 511111e1 Signed & Sealed by RW Building Consultants, Inc. (CA #9813) ,%% SC i1Vj pis 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 v• G E N S A v; No 43409 9 STATE OF • F• t9 O iV * O, Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 JVVRJ i i 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 BC. HVHT' requiring wind bome debris protection this product is required to mt 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. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not tents for the "HVHT'. 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. TABLE OF CONTENTS an pressures & general notes 37.5' MAX. OVERALL WIDTH 1 1, [ 2 111 ZZ Z O i W lJJ U_ o U_ Q _j W adUj O O O b A EXTERIOR 29 SG >= 0.67) I WA INIIAM INTERIOR ll-HORIZONTAL CROSS SECnON v 42 TOP RAIL 1.49" 3Y' 42 46 EXTERIOR v L Y 17 0.15' C'SINK TYP.) INTERIOR EXTERIOR 3 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOR o o d o o Z d m AW "_ 1 EXTERIOR INTERIOR 0 Cq 2 L STRIKE JAMB MASONRY OPENING FRAME 2X BUCK 71 r IF W) Of D MASONRY TYP. HEAD EajOPENING JAMBS Ui C4 k 6 2X BUCK C; 7 to FRAME ANCHORING HINGE JAMB Masonry 2X buck construction or DP <= 48 PSF comers may be adjusted to maintain the min. I 3s "MAX. ON CENTER" must be adjusted to D mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MINW -04RANOE"T MIN :CL:EARANCE. WA YI".1'.'.'.'.'.":.---.-TO'-ADJA ......TO: '-."SONR ...... EDGE% ANCHO BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF 77: MASONRY j OPENING FRAME X 6 n Ci 2X BUCK TYP. HEAD JAMBS L4q FRAME ANCHORING Masonry 2X buck consh for DP > 48 PSF and DP <= 75PSF zo to K FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN::;CL•EARANCE.:'.MIN:.:CL•EARANCE: TO••MASONRY.:;;:.'. •:'•...T,.O ADJACENi•::•:: HINGE JAMB N to Ui MASONRY OPENING FRAME 1 X BUCK FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF 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 33NATURE 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" to N d I-- 2.36" S(F-'HEAD & SIDE Jamb 4.63' 3 BUMP FACE THRESHOLD LOW PROFILE 0 5.75' Uii, 33 SELF ADJUSTING SADDLE THREHOLD T L 4.56" QN O i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft' Exterior Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,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. ed;is{FodPfsPs Signed $ Sealed by Lyndon F. Schmidt, P. E N S,1Aos Signed & Sea eciby E vo v F -*Lyndon F. Schmidt, P.E. No 43409 e STATE OF i[/ a Lyndon F. Schmidt, P.E. FL PE No. 43409 10/ 16/2017 ofs ei N.1 lVLJVKO Ssic-Craft® RGLASS DOOR W/ SIDELITE j INSWING / OUTS WING NON-Immcr 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 Icco. ct 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. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet WHT'. g configurations using sill items #31 & #33 under the active door do not rents for the "HVHT'. 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. TABLE OF CONTENTS I general notes 53.13' MAX. OVERALL WIDTH Z z 3 H o L ru 0 W W = W LPL U- J IxW X O Qi c a a O O V it 0. N SEE NOTE 1 S' GLASS BITE EXTERIOR INTERIOR E,l GLAZING DETAIL 5 insulated glass w/ smc rite frame G >= 0.42) e frame screws) is 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR S' GLASS BITE G GLAZING DETAIL 5 Insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 14 11 50 INTERIOR L EXTERIOR r:-, 20 O.1S' C'SINK TYP.) IZONTAL CROSS SECTION Mng shown - inswing Ipproved 6A,6A,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 NO1 61 5 5 5 EXTERIOR 4 5 4 INTERIOR EXTERIOR Shown w/1 X sub -buck EXTERIOR duJ '8W3 NIW „fr/l-L J O O V e r it 1/Illl!l1!lllllllllll: O NA NNIS,0 IS t'0 nc fto O LU O E 0 21*1 w O 04 WH Oe O w W r< dui SM NIW „b/l-1 o 06 c o4 o3c c_ a E 00 m2 v N Q 42 o D M z oV SEE NOTE 1 EXTERIOR CAL CROSS SECTION ing shown - inswing pproved EXTERIOR 50 roz13 Q 7 W 19 EXTERIOR SEE NOTE 1 CM za C, fL Cd W N \ W INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A Shown w/1 X sub -buck Z NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR O. x/ M 0, apa 60ADqrl- ft-O"Iffi-Foom 1IM09b E Y.:.. u AULLION OWN FOR FERENCE ONLY BORING MASONR OPENIN( 0 FRAh ITVO 2X BI ners may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. C..... CE.:: MIN :Ctf;ARANCE. TO MASONRY:...... TO::ADJACENT:::. EDGE:::::::::: Zn 4" in 4n SEE DETAIL 1 L to Y TYP. HEAD — JAMBS M TYP. IE 0 ICK F c TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING L INSWING M OUTSWIN L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I 2 U 11 HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) I r SEE DETAIL 1 TYP. HEAD & _ MASONRY JAMBS OPENING N TYP. _ E BUCK Cr TYP. N SILL o, SEE DETAIL 2 FRAM I a. a • •• 1 FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction 1.ON CENTER" must be adjusted to rr joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:CLEARANCE•: MIN:CLEARANCE: to 70 MASONR...;. rCL N O HINGE JAMB L INSWING 0 M OUTSWING 27 INSWING LATCH 8 DEADBOLT DETAIL HINGE DETAIL DETAIL 1 Attach surface bolt stn'ke plate to frame as shown (Outswing) Attar strike as sh WUUD 14 1 I/CINItKUPI SPAUR STEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC UP 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 1 #8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 1 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;. I 2S'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. IEATHER-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 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 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 Cli N O Iq 2.17' —1 16 OWTSWING SIDELITE Spacer 2.14" 1.69" v M J T \BUMP FACE THRESHOLD I Ci 1.68" 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Vahico. FL 33595 Phone 813,659.9197 Florida Board of Professional Engineers Cenificate of Aothorita)ion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic-CratN' Exterior Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 1 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of 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 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 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. Signed 8r SealedNo. FL by Calculations 8 RW Preparedng Consultants, Inc. (CA#9813) • 4Se ? Lyndon F. Schmidt, P.E. 3. Cal ul C 9 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) oo°' '.•`G F S;•o o yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' s 4. Ouality Assurance ^ • _ + JItir=9 •r o • Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -0 Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and '. STi%T E 7 F r v y Guide 53. :,0.• f. t, `V6• FL PE No. 43409 i `••• ( on H ti D.'- 000 10/16/2017 Sheet t of 1 ... 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 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. sovv1%v sic -Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON-IMPAcr, nd 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. ct 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. ichodng 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. tal 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 "HVHT'. Inswing units shall be installed (in the "HVHT') 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 I in pressures & general notes I 131arinq detail 68.5' MAX. OVERALL WIDTH z ZZ Zo x WLU wx xW NJ J U- J J Ui adLU 0 O o yao EX I Mok 7 1 Ir INTERIOR HORIZONTAL CROSS SECTION E21) 42 TOP RAIL 1.49" 3(Y' T G >= 0.67) r..'\ HINGE STILE wol 1010 !111!, 11111 1 T- r.1 BOTTOM RAIL 42 46 EXTERIOR INTEI S'GLASS BITE 23 25 EXTERIOR () /7,- INTERIOR 2,5 SG >-- 0.42) e frame screws) is o -'-. , r-, .. jam SEE NOTE I 22 r25 24 29 I GLAZ ING DETAIL 5 insulated glass w/ smc lite frame 5' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 22 r25 18 GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. I /All or — TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI QVQ29 SEE NOTE I INTERIOR 11 1,060 0.15" C'SINK TYP-) UONTAL CROSS SECTION Mng shown - inswing approved 15' 0.15, INK C'SINK P.) TYP.) 8 7 r INTERIOR (40 20 14 11 lM1SEE NOTE I M) ( SO 1 EXTERIOR 6nl T' I 12 SEE NOTI INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck 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". o o 7 63 19 t, z a INTERIOR U Wfi60 61 SS SECTION inswing r4'*'\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck rm u' o p fop Z W 19 M za oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR N a• e o ' n e o w o G o EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR D w I ANCHORING T71 III IIIIIt- SEE DETAIL I to TYP. HEAD & MASONRY JAMBS OPENING rn FRAME M TYP. 0- cli 0 2X BUCK TYP. F SILL N LAJ SEE DETAIL 2 UJ STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ers may be adjusted to maintain the min. 4AX ON CENTER" must be adjusted to vtor joints, additional concrete anchors N CENTER" dimension are not exceeded. M1N--..C-.LEARANCE: CCEARANCE MASONRY:::: TO.-MASONR.Y..*..-.'....-... ADJACENT...-"" ANCHOR:::::::: In r 27 OUTSWIN L INSWING OUTSWINi L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 Hif-IV ri to INSWING e. . SEE DETAIL 1 TYP. HEAD & JAMBS SONRY ENING I BUCK F TYP. j SILL o•; I i l i l SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN:.;CLEARANCE::.MIN::CLEARANCE: TO MASONRY::::::.'TO'ADJA'CENT::;: EDGE::•• ::::::•:.:• •:••:::;•: •:.ANCHOR::: •: W e N n N 11 to N HINGE JAMB M OUTSWING 27 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HRNGEMAIL Attar strike I as sh, rnvvv cY i ij,4 nvir-n%.cri orn%.cn al= 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 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.1 S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS ESCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP = FOAM VEATHER- STRIP FOAM 42 ITOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. q 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.U" 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 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2. 17' —1 c 59" 16 Spacer SIDEUTE 2 I m --1 2.14" 1. 69" --I o r I BUMP FACE THRESHOL[ 5. 73' 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 EngineersCertificate or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I 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 01450336-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 3. Calculations 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 Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) yocT t`t°n' ue7pP Lyndon F. Schmidt, P.E. 4. Quality Assurance o0 F . Certificate of Participation issued by National Accreditation and t e :•, lG i' ;:'•,_ i`sa ManagementInstitute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies , with ISO/IEC 17020 and Guide 53. STAYE O Lyndon F. Schmidt, P.E. Cyr + FL PE No. 43409 10/ 16/2017 Sheet 1 of 1 i, ,;• o,. Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING 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 icco. ict is required to be protected with an impact resistant covering that BC. HVHT'requiring wind borne 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 vents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is Z z 3 z 0 s LUx = W W U- J U- Q J W Ce 0 b C EXTERIOR M 29 AK (SG >= 0.67) Iw 1 Ir INTERIOR HORIZONTAL CROSS SEC77ON io T 42 TOP RAIL CYO 46 EXTERIOR F-.R- I I FRI I I ANN I FRI zmgz,z= e a v v v v L W LAICRIVR r4-"'\ VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements pill ERIOR E .e o A 64 63 40 MP r . vAi INTERIOR xx EXTERIOR Q VERTICAL CROSS SEC71ON v Shown w/1X sub -buck 1 6s v 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. CLEARANCE:.` MIN:::CLEARANCE: IIN:>;..:::":: •;.:........; :................ :....:.........:..:..:..............::. TO'-MASONRY:`,: : TO.;ADJACENT::::: ANCHOR:.; :;::: IIA" in d° II I I to SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY O F fAIL TYP- 171 11 1 SILL FRAME ANCHORING sonry 2X buck construction for 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. MIN:. CLEARANCE;;. ` ...... [EARANCE. iA 1N::;.....................:......:..:..:.....:.............:....... TOMASONRY:: TO.;ADJACENT:: A/c . I z^ 1 4° v MASONRY TYp, HEAD OPENING JAMBS FRAME 2X BUCK DETAIL - JJSEE 071 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 11 66 0 I I ;o SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE X ONLY _ x 4? U 4 O F TYP. SILL — I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Li N HINGE JAMB II I I to SEE DETAIL IEAD MBS ASTRAGAL SHOWN FOR REFERENCE x a ONLY i f TAIL TYP I SILL FRAME ANCHORING sonry 1 X buck construction for DP <= 48 PSF L Lv r ASTRAGAL STRIKE JAMB ie 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. MIN,;CL...... MIN. CLEARANCE. WINS :?::.::......:....:..............:.::. ; :..............:::. TO•;MASONRY..:-- :::TO.;IIDJACENT:::::: EDMENT::::.::::...:...:...:.::::...... ; ::.::..:::::..::.::::.... . EDGE::::.`:`::`:::::::::::::.ANCHOR ::::::: 1/4" . 1 2" 1 4" MASONRY OPENING FRAME 1X BUCK, III TYP. HEAD JAMBS I_ :o SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE I a ONLY — g ?--- F TYP. SILL — r r r r r r FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF 2) A (67 63 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 SEE DETAIL 2„ U 64 DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 Fn () a O Eq N HINGE JAMB En 0 29'Z to c :m! o Q o a 0% v WF- 0 Z WW N 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 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. iOR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .2S' THK. STEEL STEEL 4LE END X 1-3/4' L. STEEL STEEL 4.00 SsJombHEAD & SI Ih 2.2(r M 31 BUMP FACE WRESHOLD LOW PROFILE 0 5.75' lLn h 33 SEIf ADJUSflNG SADDLE 1HREHOID r i fo N 0 t R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w! Sidelites Doors Assemblies Edgerton, OH 43517 Inswing 1 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 Thermal 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. S. 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 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 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 8r Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ,` otz% b fs ;i#1, • r Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 4`® t F .•.,.:1,?1 ors Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) e0:•',c•,• `OiJ yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' .. fdo 44it09 t 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeri Institute, certifying that Thermal Tru Corporation is manufacturing products 'G ' _ within a quality assurance program that complies with ISOAEC 17020 and S i i ' Q'r 0 Lyndon F. Schmidt, P.E. 0 . J o FL PE No. 43409 Guide 53. . .c'•.w 10/16/2017 Sheet 1 of 1 s 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 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. ivvnv sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material co. t is required to be protected with an impact resistant covering that iC. HVHT' requiring wind borne debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck 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 VHT'. configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. 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. 105S MAX. OVERALL FRAME WIDTH 1 Z z Z o c oW03 W W U J J W 0 O i b w a FS II III rNI I) II tAltKlUK 11111111 1 INTERIOR z F IA 1 Ir HORIZONTAL CROSS SECTION lv D2' 42 TOP RAIL 1.49" f AY' T 0.67) 42 46 La 0 003 S INTEF d uslinc ml a /'-'\ Rn7TnAA PAH 5"GLASS BITE 23 EXTERIOR 25/?,. INTERIOR ( 25 iG >= 0.42) frame screws) is SEE NOTE 1 22 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR 1/2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 5' GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. of-- 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 C'SINK TYP.) INTERIOR IWM-,A EXTERIOR I I I RIZONTAL CROSS SECTION Wng shown - inswing ' approved 5 4 3 6 6 6 nb ad lical 31 ". INTERIOR EXTERIOR 0.15' C'SINK TYP.) 8 7 4 JC9 3 4 5 5 5 5 20 14 11 SEE NOTE I L2 10 J 5o 0.1 S' C'SINK TYP.) 8 7 EXTERIOR 40 20 INTERIOR 10 ^ /--V2Cy I 63 19 i 7 INTERIOR U 60 61 C33SSSECTION inswing INTERIOR EA I LRIUR @L—, 32 6 4 1114 IOR e 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 63 z p: iL INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION S Shown w/1 X sub -buck EXTERIOR INTERIOR 6 M o SEE NOTE 1 U ff EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved EXTERIOR j50 r Za o V N z p: EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration u e s e J zo A C z u Shown w/1X sub -buck 19 NOTE: 1. Anchors oss'y thru sill at 4" in from eac EXTERIOR SEE NOTE 1 e• o ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING 0 MASONR OPENIN( 4 FRAA CL U V O 2X BI comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension ore not exceeded. MIN'MEARANCE : MIN.:CLEARANCE: r;; MEN TO MASONRY ::`:::::::;T.O.-ADJACENf EDGE ::;:::::::::::::ANCHOR•::::::: 2" 4° ASTRAGAL STRIKE JAMB I I I I I I I I I I I I 1 L SEE DETAIL 1 11 o Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE\(M)Typ. ONLY o ICK N F TYP. SILL SEE DETAIL ri r it i i ri DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) 65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH A DEADBOLT DETAIL ti j HINGE JAMB Z 10 HINGE A SEE DETAIL fills TYP. AHEADJ'AJAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 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 are not exceeded. fEAR,04C-.E--::. LEARAN MASONRY::;. TO' WASONRY NT mZ' HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL G) (67 63 I 95.25' IM, 18.39' 20.63' 18.5' 14.M' TYP. 3.25" 13) TYP. SEE NOTE 1 $a NqII-- 0.06" cm mo 0.13" ASTRAGAL MAIL TYP. 13 4.S' 3.25' 7' 0JS' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC JCRETE SCREW STEEL 24 1 /4" 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 1.1 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;. I 2S'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 11.9 Ibs. DENSITY) POLYURETHANE 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 /2' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" 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 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW13116'X STEEL 67 3-3/4" PFH ITW CONCRETE SCREW STEEL E 16 OUTSWING SIDELITESpacer 2.14" j 1.69" -- I L L' i 1 BUMP FACE THRESHOLD LOW P If--1.6ir IaI2018 , Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts, I, Publications I , FBC Staff I BQS Site Map I Unks I Sear. Fbrida Product Approval 11Ce 1I c , USER: Public User t4:$o tKf.m Product Approval Menu > Product or Application Search > Aoplication List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies 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 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 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.floddabuilding.org/pr/pr app till.aspx?param=wGEVXQwtDgtHS572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1 /212018 Date Approved Florida Building Lode Unlme 10/10/2017 Surr(marV.,df 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.odf 15332.2 SERIES 4'20_ALUMIiT6 SGD SERIES.420.ALUMINUM;9GD OX, XO, XX.96"x8"x80"'NON- REINFORCED) f its ofUsej_, Appioveed for use'ih-HVHZ. No, Approved'forcuse-outside HVHZ: Yes, J Impact Resistant:• IVp, Desigri Pressure: hjA! Install606gin Instructions •_ fL15332':R4 II.'08=O'0498E.Ddf Verifled.By:,Luis Roberto Lomas 6251'4 Created by•Independent Third Pa_'rty. ,Y— Eval'uation Reports^ fOther: REFER TO•APPROVAL DONMENT'FOR?DESIGN PRESSURE; FL•15332. R4 dE 510805D.bdf+ _ RATINGS) CreateG tiy:Indeperi8ent Third;Paity.'-Yes t 4 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 Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.odf 153 2:3 SERIES 420'ALUMINUM'SGD REINFORCE) SERIES,4-10,'ALUMINUM-SGD'.REINFORCED OX;'XO; XX;9.6•'ic96'; Limits of.Uoe _ Approved toi use in.HVHZ::No jAppioved'foi use.outs'ide HVHZ: Yesl iImpact.ResistanL No Design P?essure:'NM, _ Other• REFER',TO-APP.ROV_ALDOCUMENT FOR DESIGN:PRESSURE' RATINGS Installation Ires_ truction•___ rFL'15332 7R4'5II 08=02249C.Ddf Verifidd%ll -Luis Rober_to!Lomas 62514 Created byIndepeentleiit:Alyd'Parly:;Y6s) En: valuatioReports;----- FL• 15332.R4. AE 512969C.Ddf. Leafed tiy+Ind`epentlenc Jtiird Party:7Yes` REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.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 512970C.Ddf RATINGS Created by Independent Third Party: Yes 15332. 6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.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 510806D.Ddf RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.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 510808D.Ddf L 15332':8 SERIES 430/440'ALUMINUM SGD) SERIES 430%44U ALUMINUM SGD XXX 143"x80'_IVON= REINFORCED rLimits ofUse. Installation Instructions 1/6/2018 T T T T T T T T T T TFloTda'Wuild%g McMnIN <<<<'W 1W s s V 19 11 3; Approved for use in HVHZ: No _ FL15332 R4 II 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514. yip•.. 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 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x%'tj ALUMINUM SGD Limits of Use. Installation Instructions, 0 Approved for use in HVHZ: No FL15332 R4 II 08-00503E.i)df 0 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 0 RATINGS. Created by Independent Third Party: Yes Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email addr 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 wh supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr appdtl.aspx?param-nrGEVXQwtDgtHB572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE 15 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 8E GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOLNIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. e. 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 2X BUCK USE 010 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 OISTANCE. 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. 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 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA 33KSI OR ALUMINUM 6063—TS .048` THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX. XP. PX. XIP, PIX. TABLE OF CONTENTS DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION I av I awarNwl I — I AtPROWD 1 A I ADDED CHARTS 03/05/12 1 R.L. B REVISED PER NEW TESTINC 10/29/13 R.L. C ADOED FLAM AND FIN INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION OETNLS 07/30/15 R.L. E REV= WSIA ATION DETAILS 06/20/17 R.L SIGNEO: 0620/2017 MI WIN6500OWS DOORS C WEST MARKET STREET J`51t llf`O' GRATZ. PA 17030 Gf;NBt• d+ a.6? iiy/ a eky,(.e+ta=_ SERIES 420 SGO 96` X 80" NON —REINFORCED NOTES y¢I TAT OF i'PFs:ORICf G CUM oMc Na av F.A. 08-000498 E Zvi/zYONA `IE;N\N Luts R. Lomas P.E. Fl No.: 62514 VAL NTS o+>< 02/23/09 41 OF 10 LAi06ERML0k" 4P.E. I» QOOMRDROLEMSVXLE AVfM7! 43440[ fow m plmmnpr.mm I FI HI 6• MAX 96- MAX FRAME WIDTH SEE CHART g} ER LOCATION FOR NUMBER OF LOCATIONS REOUIREO IT' r I MAX I 6• MATX 17' MAX - I O-C. O X KI' 1 TAX AGE 6• MAX ICHT SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATING t40.0PSF NONE SEECHARTS sF AND 02 FOR OTHER UNITS RATINGS NOTES I. MAXIMUM PANEL SIZE.' 48 !r2•x 79' 2 MAXIMUM O.LO.: 44 &rx 74 Sr HARDWARE SCHEDULE MT MOUNTED HANDLE SET (PART "SO4-US) LOCATED 36 314• CN CENTER FROMP/NEL METALLK:TANDEM ROLLERS (PART 499.17.195) AT EACH END OF PANEL BOTTOM RAILS 6" MAX RLV LlLvmoRs oesmp m OATf APPRM A ADDED CHARTS 03/05/12 R.L. 8 It&= PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 07/30/15 Ft.l. E REVISED INSTALLATION DETAILS 06/20/17 1 ILL. CHARrei WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEEL I Design pressure chart (pso Frett6 Shgis Panel am TotW Fier Wldlh (hI) DN 30.01 36,0 42.0 490 Qn) 60.00 7200 84.00 96.00 Pas I Nop I PCs I Nog PCs NCp Pos I Nog 80.0 40.0 1 5&1 1 40.0 48 2 40.0 43.4 40.0 40.0 CHART I2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOU/RED. SEE NOTE 9 SHEET I Design pressure Chart (psO Sh1& Pan01 SM Total Frame Widg, (h1) 1 30.0 36.0 420 48.0 in)60.00 7200 84.00 98.60 Pos I Nag I Pos I Nog Pos Nap Pos Nog 80.0 S&I 1 55.1 1 48.2 462 43.4 43A 40.0 a0.0 CHART 03 Numbor of anchor locations re0ulrod Shlgb Penal end TatW F rwm wash (In) 30.0 38.0 420 4A0 In) 60.0 720 84.0 96.0 H&S Jamb H65 Jamb H6S is H&S Jamb 80.0 4 5 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 oRAwre orc No. F.A. 08-00498 W-49 NTS - 02/23/09 -W2 OF 10 L ROWA7O LOVAS P.E. 1432NERD NO LEN7SVa.LE, NCZ CV 436.604 nD 4h7uS6WNwmwAw SIGNED: 0CP20/2017 vJ`S GENI0 41 o0ic6 5'.x: STATE OF ; or: ONA 11EaG` Luis R. LoMC3 P.E. FL No.: 62514 N FA HE 6' MAX I 1X FRAME VAOTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX 6' MAX O.C. r 6' MAX 17' MAX O.C. i- WE GHf 6' MAX O x a CHARTs4 Nwnbar0rancbar loaaonarovulrad Fame swoFWdandTOW UNWho gin) 9900 3a0 3a6 1 410 1 4a6 a40 HIS I lamb 77A Mai 1am0 aN.O Hu lamb KO HaS 4876 a" 4 1 s 1 s s 6 s 1 e I S 1 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATTNG SEE CHART e4 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHART811 AND /25HEET 2 FOR OTHER UNITS RATINGS ArOTES: 1. MAXIMUM PANEL SQE: 401tX x ?r Z MAX/ MUMO.L0.:44518'x74Sr FLAT MOUNTED HANDLE SET (PART 899.04.145) LOCATED 36 METALLIC TANDEM ROLLERS (PART 099.17-19s) AT EACH ENI 10saNs ocxxr as OTC ApPNWm ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND nm INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAIIS 07/30/15 ILL REVISED INSTALLATION OETAU 05/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO S6' X 80' NON —REINFORCED FIN ELEVATION CRAM 0M6 Na F.A. 08-004118 srAat HTS 0"R 02/23/09 —3 OF 10 L ROSWOLOMA. 4P.E 14M W000FO W RO LEWISVI LE AV 2=1 4314/00Rl9 db nNa6Ylemasa - SIGNED: 0& 20/2017 sF.P 016 NA 11 G` Luis R. Lomas P.1<. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NCE MIN. BENT 1 3/8' MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE 1/2' MIN. EDGE DISTANCE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 WOOD SCREW WOOD FRAMINGLill11 __I OR BY OTHERS 1 3/6' MIN. EMBEDMENT I. 1/2' MIN. EDGE DISTANCE WOOD FRAMWG OR2X BUCK INSTALLAM NOTES: I. INTERIOR AND EXTERIOR FWISNES BY OTHERS, NOT SHOWN FOR CLARITYY, 2. PERIMETER AND JOIMSEALAvrBY OTHERS TO BEDESIGNED W ACCORDANCE WITH ASTM E21I2 REW S M RN oLsunPtloR CAR APPROVED A ADDED CNAR15 03/05/12 ILL. 6 REVISED PER NEW TE9RNG 10/29/13 ILL. C ADOED FLANGE AND AN INSTALLATIONS 12/06/13 ILL. 0 REVISED INSTALLATION OETAI S 07/30/15 ILL. E REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR Exrearoa JAMB INSTALLATION DETAIL 10100000 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 FRAME INSTALLATION DETAILS oRO* or,c Ra F. A.08-00498 5c" NTS I WE 02/23/09 —4 OF 10 l A01NiATD LQVitS P.E. fax 1V000FC1JW RD LEWIShLLE No VW 4364"' M r 1unalowleummasO SIGNED: 06120=17 s R! IL 0 GEkSt, 9•r" Luis R. Lomas P.E. FL No.: 62514 I METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 6 BED OF PPROVED SEALANT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATTON NOTES., 1.INTERIOR AND EXTERIORFINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 7- 1/2' MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/a' MAX. r SHIM SPACE ta.NRONs OCKRP1I011 OAK APRWVW AWED CKVITS 03/05/12 ILL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND RN PwAuATIONS 12/06/13 Rd. REVISED UWALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OETMLS 00/20/17 R.L. JAMB INSTALLATION DETAIL METAL S TRLIC TURE INSTAL LA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS tw>rlt oxc ea F.A. 08-00498 ous NTS o"K 02/23/09 —5 OF 10 L. ROURM LOW" P.E. 14V NOOORNO RD LEWISY0.LE. AK. zv= M48"09 omaw"M SIGNED: 06/20/2017 z''/ i TAT 0 2 Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN — — 1" MIN.— ` - --- SEPARATION EDGE OISTANCE I 1 1/4" MIN. a EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL lX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT e, 1 1/4" MIN. EMBEDMENT 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALIATION my ociem " WE AVPROM A AOOEO CHARTS 03/05/12 RL• 0 REVISED PER NEW TESTING 10/29/13 ILL C ADDED FLANGE ANO FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED 04TAUATION DETAILS 07/30/13 R.L, 1 MIN. EMBEDMENTeeo E REVISED INSTAUA110N OETNLS 06/20/17 RL I SHIM SPACE MIN. INTERIOR EDGE DISTANCE 3" MIN SEPARATION 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS OPTIONAL IX'SUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETFJMASONRYINSTAUATION SECURED SEE NOTE 3 SHEET t NOTES: I.IN7ERIORANOEA7ERIOARNLSHES. BYOTHEfM NOT SHOWN FOR CLARITY• 2 PERIMETERAND JQ1NT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM EY112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS olaw l o Mo F.A.08-00498 larut NTS I WE 02/23/09 s"UT 6 OF l E L ROWRTO LOMAS P.E lM W000FW O RD LEWISVALE• M 27Gn As"go.649 Romze®6am3spr.am SIGNED: 0612012017 LLIlluur J \? R • L o T OF Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 110 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR E SET 1N APPROVED SEALANT 1 3/8- MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMM OR 2X SUCK IWALLLATION NOTES: s. INTERIORAND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND J0WrSEALANr6YOTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTM E2112 1 3/8' MIN. EMBEDMENT T' 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RanaoNs oescronoN chit AFOROYm ADDED CMARIS 03/05/12 R.L. REVISED PER NEW TCMC 10/29/13 R.L ADDED FLANGE AND FIN INSTALlAMONS 12/06/13 R.L. REVISED INSTALLATION OETNLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS OR4:06 ONC N0. F.A. 08-00498 VAC NTS o^'t 02/23/09 IWW7 OF 1 L ROSERMLOAWRE MV WOWFOFW ROLEWISMLEARC V= 434480- ows da "Onw waam SIGNED: 01P20A2017 1R£ IVIO'y 0 61 TOF • a: i' o•ss ONIALI G?` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. ---- - -- - - -- - — EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE j10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS TILL TO BE SET IN L BED OF IPPROVEO SEALANT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. WTEWR AND EXTERIOR FINISHES, BY OTHERS NOrSHOWN FOR CURRY. 2 PERIMETER AND JOINTSEALANT SYOTHERS TO BE DESIGNED W ACCORDANCE WTTHASTM E2112 o nLm AX AwAO49 A ADOEO CWATTS 03/05/12 R.L. rRN REVISED PER NEW TERNSG 10/29/13 P.L.P.L. 0 ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L. 0 REVISED WSTAUATION OETAILS 07/30/15 RL E REVISED INSTALLATION DETAILS 06/20/17 RL 1/4' MAX. SHIM SPACE . MIN. EDGE DISTANCE 010 SMS SELF ORILI SCRI ME STRUCT BY OTH JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARXET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCEO FLANGE INSTALLATION DETAILS oA.mc orro wo. F A 08-00498 SCAM NTS 02/23/09 —8 OF 10 L ROMFOLCh"SP.0 1I32W000FORO RD LEWISVILLIE AO2n'4J UrAM a9 rfsarrupRO'baw.com SIGNED: 062012017 J\511ti I Low, 0 5 -rt= Q ATFEOF • a= oF'' c ORICT:• ? 0/ 0/0NA 11E \\INX Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE i„ 1 1 /4' MIN. a EM13EOMENT CONCRETE/ MASONRY L 4• MAX BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 3/16' TAPCON INTERIOR RM904 olscavnoN OAR Aovam ADDED CNARTS 03/05/12 R•L REVISED PER NEW TESTING 10/29/13 R.L• ADDED FIANCE AND FIN INSTAUATIONS 12/06/13 R.L RENSO WWALLATION OETNLS 07/30/15 R.L 1 1/4' MIN. E REVISED INSTAUATION DETAILS 06/20/17 R.L.EMBEDMENT T7 1 1/4' MAX. SHIM SPACE MIN, a r INTERIOR EDGE DISTANCE . Ell 1 MIN ' SEPARATION 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL I OPTIONAL 1X BUCK CONCRETHMASONRYINSTAWTI'ON a, A. 1 1/4' MIN. EMBEDMENT 41. 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCREI EMASOAIRYINSTAUATKIN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I-INTEMAIANDEXTERKIRFINISHES SYOTHEn NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANTBY OTHERS Tom DESIGNED INACCOROANCE W MASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCEO FLANGE INSTALLATION DETAILS DROW Dec Na F.A. 08-00498 SSA NTS "u 02/23/09 "-9 OF 10 L ROBERrO LCMA,4 RE 14M WOOOFORO RO LEWISVALE NC 2740 p+dAe•0609 4nuKAFMum.om SIGNED: 06/70/2017 CENSF41; 0 fly 0 EOF •: u i4 "YBONA11t-G\?` Luis R. Lainas P.E. FL No.:.62514 WOOD FRAMING .{ 1/4' MAX BY OTHERS 1 r SHIM SPACE ga WOOD SCREW INTERIOR 1 1/4" MIN, EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWGOR2KBUCK NISTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4" MIN. ge WOOD EMBEDMENT WOOD FRAMING SCREW B. OTHERS INTERIOR 1/ 4' MAX HOOK STRIP — 7/ 16" MIN, EDGE DISTANCE EXTERIOR I1LV1Sgd I1W MemnwN n PPR6rm A ADDED CHARTS 12 R.L 8 REVISED PER NEW TESTING 13 r12//06/13 ILL C ADOED FLANGE ANO FIN INSTALLATIONS RLO REUSEDINSTALLATIONOETANS15R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L 1 5/8' MIN. EDGE GIST. t— TRIM a' 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE BY OTHERS 1/ 2" MIN. EDGE DISTANCE HOOK STRIP 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED TAPCON 43/ 16' EXTERIOR PANEL INTERLOCK ZMMS HOOK STRIP INSTALLATION MASONRYAANCRETE SHIM SPACE 010 SELF DRILLING SCREW T 3T INTERIOR VERTICAL CROSS SECTION WOOD FRAMWGOR2KSUCK WSTAUATTON FOR SILL WSTAUATTON SEE SHEETS 4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOIMSEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. EDGE DISTANCE 13/s' MIN, MI WINDOWS AND DOORS LLC EMBEDMENT 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS oa rlc we «a F.A. 08-00498 VALE NTS — 02/23/09 —10 OF 10 L ROBERTO LOWS P.E. IDS HODOFORO RO UEIIRSVIUE. AC270SJ 43&M, 4609 A1omuoebmaw.com I- I10 WOOD Li SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUC001NOOD FRAMING SIGNED: 06J20/ 2017 0 b ••*- 0,TATE OF 't c•'0 OR10T:• Luls R. Lamas P.F. FL No.: 62514 RnmoRs av Ilaempmu We .KROW0 A ADDED FLANGE AND FIN INVALLATION 12/10/13 R.L NOTES: 8 REVISED INSTALLATION DETAILS 08/03/15 RL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C RENSED INSTALLATION DETAILS 06/21/17 RL. 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 RESPONSIOU Y 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. WAND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GULZEO PER ASTM E1300-04/09 WITH SAFELY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REOUIREO 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 ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 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 ORIWNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 13. ALL. FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SWILL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BELOW: A- WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 6. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90• GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA• 33XSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM SIGNED: OW 1/2017 15. APPROVED CONFIGURATIONS: OX, X04 XX, XP, PX, XIP, PIX MI WINDOWS AND DOORS LLC \\\ltlllf/AI/ 650 WEST STREET TZ. MARK D30 G SF •`P SERIES 420 SGO REINFORCED WITHOUT ADAPTER *• o 6or:t = 96N T 96' a / k E NOTESyy7iQ•• AT OFDKOK, TABLEOFCONTENTS ' SHEET NO. DESCRIPTION Illy - lpRtOt:•. 08 C NOTES y TS wE 10/30/13 sRaT 19 OF 10 j NA 11G` 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS LmRoLEw7 %m Luls R. Lomas P.E. asaDRDA?OLt7raslnttF ACZA" I mom. FL No.: 62514 47i•fi06Ai09 tlOnuspllyeugarmn . 6' MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REQUIRED r 17' MAX I O.C. "{ 1 6' MAX 17' MAX O.C. 16' - LAX AME IGHT 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS II AND 82 FOR OTHER UNITS RA7NNGS NOTES.' I. • MAXIMUM PANEL SIZE: 48 hr x 95' - 2. MAXIMUM O.L.O.: 44 S'8's 90 5f' FLAT MOUNTED HANDLE SET (9944.145) AT38 3N• ON CENTER FROM 1 METALLIC TANDEM ROLLERS (99.17.1 &%AT EACH ENO OF PANEL 06T UMINUM6063•T6 REINFORCEMENT (668) AT ALL PANEL OLTERLOM CALART II WHERE WATER INRLTPA TION RESISTANCE IS REOUIREO. CFC AM+7K C cuccr. . DaSTgn pmssum Chart (psf) RUM 5mb ppumw ar a TaW From WdM (h) 3a0 1 3" 420 48.0 1+) 40. 00 7200 0a.00 S&O Paz Nap Pos Nap PCs Nog aaA 40.0 58.4 40.0 SU 40.0 420 88A 40.0 55.2 40.0 48 0 E 3aAX439. 4 3F4 920 404 SZa 40.0 45A r.+ r.l D" 40.0 49.8 40.0 43,1 35A 35,0 CNART, T2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEENOTE9SHEET 1 Design pranum Chart (Psfl FranM Shoo P4na1 Of TOW Rwry Wd01(h) u4M 70.01 310 420 4A0 h) a0A0 7240 a4.00 D8.0o Pas Nov Pas Mop Nov Pos Hop 8f. 0 68.a Ssa 50.9 50.9 aS.T 42.0 420 no 55.2 55.2 a8A 480 E3XJL4 43.0 39.a 39.a D20 62a 52A 40.a43A 40.6 7.t 37.1 D40 49JB 49.6 43.1 43.1 3L4 35A 35.0 CMARTss Number olonchorloca0onsiaOuLod Rai ro be Phnd ana TOW Rai VAM(h) Nwd Sao 36a 142o aao h) 60.0 72a Ia4.o D6A HAS I Jamb N4:S I Jamb I HAS I Jamb H8S Jamb aa0 4 6 3 e 6 6 6 e 8R0 4 6 S 8 6 8 8 6 020 a 8 S 8 8 8 8 6 D0. 0 a 8 6 8 6 8 6 6 aMLad 000IOPIIOM wt APPFWYW ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 ILL REVISED INSTALLATION DETAILS 08/03/15 ILL. RENSEO KWALLATION OETNLS 06/21/17 ILL MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION k owo 08- 02249 A K= NTS a"C 10/30/13' -2 OF 10 L R08FATO LOVAS P.E. 14i+ 110p0FOR0 RO LEw15VlLLE, Nc z= w4s" M raomaPalonusoaaan SIGNED: 06/2IaO17 i4i tr 9 4TATPOF ; Luis R. Lomas P.E. FL No.: 62514 e FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REQUIRED t7' MAX6MAX •--r O.C. — { 6' MAX 6' MAX 17' MAX O.C. 6' AX kME GHT 6' MAX 1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT) s ANCHORS PER LOCATION EXTERIOR VIEW SEE CW1RT #4 FOR NUMBER OF LOCATIONS OESIGNPRESSURERATING NPACTRAT/NG REQUIRED 138. 0PSF NONE SEE CHARTS II AND 92 SHEET FOR OTHER UNITS RATINGS I A (1) FLAT MOUNTED HANDLE SET (9944-1451 AT 36 3N• ON CENTER FROMPANEL 607710M INTERLOCKS Rw oLscwgm AvvnowoA A ADDED FLANGE AND nN INSTALLATION 12/10/13 RL 6 REVISED INSTALLATION DETAILS 06/03/15 ILL C REVISED INSTALLATION DETAILS 06/21/17 R.L NOTES: 1. MAXIARJM PANEL SIZE. 441/P x or 2 MAA9MUM O.LO.: 44 &r x 90 &r cNARTR4 Number oI onobor IxaOonxMoulrod Fnuw SYglo Fbml WA Towl U* VWjh (III) 01 30. 0 36.0 420 48.0 h) 6" 720 84.o 96.0 N4S I Jamb P148 Jamb H8S Jamb N88 Jamb 84. 0 4 6 s 6 6- 6 6 6 S80 4 8 5 6 6 e 6 6 920 4 8 5 8 8 6 8 8 86. 0 8 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION Vanl: OWG 14 A L 08-02249 LE NTS 0L1c 10/30/13 —3 OF 10 L RO'SERTOLOMASP.E 14= N00DF0WRO LEmSV4LQ Av vw SIGNED: 0&/21/2017 R. to TTAAATE OF ; o ' o OR10*•'` js, ONA `t? G` Lu13 R. Lomas P.E. FL No.: 62514 1/2' MIN. - EDGE DISTANCE W000 FRAMING OR 2X BUCK 1 3/8" MIN. EMBEDMENT BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N. cvoc viaTANCE VERTICAL CROSS SECTION WOW FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARR . 2. PERIMETER AND JOINT SEALANTBYOTHERS TO BE OESIGNED INACCOADANCEWTNAS7M E2112 1 3/8' MIN. EMBEDMENT T— 1/2' MIN. EDGE DISTANCE 810 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 100151a s NM ofssmvnoN -- are - iPvAM." - A ADDED FLANGE AND FIN INSGLLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSE& ATION DETAILS 06/21/17 R.L 1 /4 MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMM OR 2X BUCK MISTALLATION SIGNED. Ofa21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 J S ;t'. L'p4ti i pEN'9J1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1k• a 51 * = 96" X 96" FRAME INSTALLATION DETAILS p Ai OF owurrc asc No. Im A'2 PF• lOR1C7; • ss70MA08C fsiu[ NTS o 10/30/13 49 OF 10 l? G``\ LROBERTOLOIIM"P.e 1432W000R=RPLEM$V4AE-VCV 7 Luis R. Lasas P . P.ELomas du4n4d" dwMaBolo+umma m METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE r I 1/4• MAX. IF SHIM SPACE 10 SMS OR SELF ORILUNG SCREW EXTERIOR II II • II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRLICTUREINSrAuArraN NOTES: I. INTERIOR AND EKMRIOR FINISHES. SYOTHERS. NOrSHOWN FOR CL 40frY A PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE 144TH ASTM E2112 T 1/2" Mil EDGE OISG I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4; MAX. SHIM SPACE Wisma 013eav0011 001 1 NPMO ADDED FLANGE AND FIN INSTALLAT10N 12/10/13 al REVISED INSIALLATKM 'DETAILS 08/03/15 R.L. REVISED MSTALLATIDN DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUC'ILIREIIVSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS OpAv t m llo. R V.L 1 08-02249 s>xs NTS arc 10/30/13 —5 OF 10 L ROOMTO LO+4AS P2: 14= WL OOMROR0 LEWISVOlE NC27VO SIGNED. 0612112017 0 5 ••*' QE OF i tL` F ORICT;•? ONA pOG```` Luis R. Lomas P.E. FL No.: 62514 I 1 1/2" MIN 1' MIN. SEPARATION EDGE DISTANCE rL:l 1 1/4' MIN. a! . EMBEDMENT CONCRETE/ MASONRY BY OTHERS t/4' MAX. SHIM SPACE OPTIONAL 1X BUCK J TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE ET IN APPROVED SE A BED ALANTEEALANT T• a 1 1/4' MIN. EMBEDMENT a 2 7/B' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION C4NCRETEAMASONRY INSTAW 1TON avmors . Lltscrornoll a1a vvaorLo ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L. REVISED VMAU.ATXMI DETAILS 06/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT a 1/4' MAX. SHIM SPACE MIN. EDGE DISTANCE MIN SEPARATION 9 o spa_ INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1x eucK GONCRET04AS10NRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1.WTERIORAND EXTERIORFINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWTHASTMEY112 SIGNED: 0&21/2017 MI WINDOWSDOORSLLC 11 Tll O' 650WESTMARKETSTREETEEGRATZ. PA 17030 S V, ' s XGEN 4SERIES420 SGO REINFORCED WITHOUT 'ADAPTER 96" X 9 E FRAME INSTALLATIONDETAILSTATOFo: FlOR10T; 0869OF TS OTCt0/30/13 10C',,sUAiL.RWRF0LoAWPE. FN142W=FORO RO LEWXVMM NC VWs Luls R. Lomas P.E. sJuaee on Abwmxv"wuy w=m FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS fi1/2' MIN. EDGE DISTANCE I1 3%6- MIN. EMBEDMENT 1/4MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LLLI INTERIOR f0 BE SET IN OF NED SEALANT 10 WOOD SCREW WOOD FRAMWC OR 2X SUCN BY OTHER! MIN. WENT WVG YI.IIMMG VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK /NSTALLAncw NOTES: I. INTERIOR AND EXTERIOR FINLSNEM BYOTHERS NOT SHOWN FOR CLARRY. 2. PERIMETER MID JOLNT SEALANT SY OTHERS TO BE DESIGNEO IN ACCORDANCE W?H AST)W E2/ 12 1 3/8' MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4• MAX. SHIM SPACE 0010M ofsssevrON oiaE A9VNOYfn ADDED FLANGE AND FIN INSTALLATION I2/10/13 A.L. REVISED INSTALLATION DETAILS 08/03/15 1 R.L. REVISED WSTALLATION OETAILS 06/21/17 IPLL INTERIOR EXTERIOR JAMS INSTALLATION DETAIL W000 FRAMING OR 2X BUCK uVSTALLATIOW SIGNED: 062112017 MI WINDOWS AND DOORS LLC 650 EST MARKETGRATZ. -PA0STREETa\\ J 5 Enr O','' i o 5; sr = SERIES420SGOREINFORCEDWITHOUTADAPTER96` X 96' FIANCE INSTALLATION DETAILS O E OF -ZZ AM orc Na QB- 02249 C Luis R. Lortios P.E. utNTS orz 10/30/13 7 OF 10 L. ROBERTOLOANS P.e. tat nOWFORDRDLE rr$V"a Ancrota 43"884M amme44u+ aw"m FL No.: 62514 1/Y--MIN. -- EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED Of PROVED SEALANT 010 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANrBYOTHERS TO BE DESIGNED IN ACCORDANCE WTTNASTME2112 RLv oLSemIP1om OATS #PPRM A AVOW fLANCE AND nN INSMUATON 12/10/13 R.L. B REVISED INSTALLATION OEfAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/2' MIN. EDGE OISTAN{ T- 010 SMS OR SELF ORIL.UNG SCREWS METAL STRUCTURE BY OTHERS JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC o%11111111T 650 WEST MARKET STREET J S it..Lo i iGRATZ, PA 17030 T'ENjF'9J'iZ SERIES 420 SGO REINFORCED WITHOUT ADAPTER o 61 96' X TAISFLANGEINSTALLATIONDE k• jTATE OF*a= eu 08 C scut NTS O°T 10/30/13 T89 OF 10 L. R08ERTOLOUYASPF. 1432 M'000F*R0 RO LEWASMLLE A1C 2MzI S"ef m Luis R. Lomas P.E. FL No.: 62514 1 1'/2' MIN. 1' MIN. uvsma SEPARATION EDGE DISTANCE Kv ocompnom att AFIRIM o A AODEO (LANCE AND FIN INSTALLATION 12/10/13 R L. i " B RENSEO INSTALLATION OETARS 00/03/15 R.L. 1 1/4' MIN. EDCRENSINSTALLATION OETNR.L.LS06/21/17 R CONCRETE/ a• . ' EMBEDMENT a 1 1/4' MIN. MASONRY BY OTHERS 1 1/ 4- MAX. EMBEDMENT SHIM SPACE OPTIONAL 1X BUCK 1/ 4' MAX. TOBEPROPERLY SHIM SPACE I` SECUREDMIN, INTERIOR SEE NOTE 3 EDGE SHEET1DISTANCE 3/ 16- TAPCON Fill EXTERIOR INTERIOR Mln, SEPARATION SILL TO BE SET IN a ' A BED OF APPROVED SEALANT 3/16' 3/16' TAPCON 3/ 16' TAPCON CONCRETE R BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRET•&WONRYW$TALLATTON CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a i NOTES: It1 1/4" MIN. I.IM IORAND&T&IOR071WSNES BY OTHER$ a• •.' EMBEDMENT NOT SNOWN FOR CLARITY, a : • ZPERMtETERANO 04TSEALANT11YOTHERSTOBE d :.. a DESIGNED IN ACCORDANCE MTN ASnW E2112 S/ GNEO: Ofir2f/2017 2 7/8- MIN. 1' MIN, DOWS AND DOORS LLC SEPARATION EDGE DISTANCEWEST Lauuul,// 0. 1j9 VERTICALCROSSSECTIONCRATZ.PAK170 GREET `J J?``N FSERIESv0CONWSTALLAT)ON ScREINFORCED WITHOUT ADAPTER *- 6 # 96` X 96' FLANGE INSTALLATION DETAILS 7 E OF , p RLV O . v. L08-022a9 C / ONA 11 \ sousNTS0T 10/30/13 T9 OF 10 EAl86RTOLQkASPE Luis R. Lomas P.E. lAnNVOOFOROROLEWISvnLE. KC2740 43"" w -M"v** jwv'=n FL No.: 6251 A WOOD FRAMING BY OTHERS 1 1/ MIN. EMBEDMENT APPROVED - SEALANT BEHIND FIN B WOOD SCREW APPROVED SEALANT BEHIND FIN 88 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATOV 1 1/4' MIN. EMBEDMENT acvmora __ __ A ADDED FUINGE AND FW INSULLAMON 12/10/13 R.L. 6 REVISED IN7ALLAl10N DETAILS 06/0 M R.L C REVISED INSTAUA710N OEUIIS 06/21/17 R.L. 1 5/8' MIN. EDGE OIST. e TRIM , e 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE By OTHERS I BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED i 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASOIVAY,ICONCRETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM FRAMING BY OTHERS INTERIOR TRIM INTERIOR1/4' MAX. 1 3/8' MIN. SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL WSTALIA"ON SEE SHEETS 4-9. HOOK STRIP 010HOOKSTRIP a SELF ORILUNG SCREW a S10 W000 PANELSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 06/2T/20T72YBUCWWOOOFRAMING MI WINDOWS AND DOORS LLC `11111111Ir 650 RRATTZ EST MARKET 170 GREET rJ`S GEks •Jii SERIES 420 SGO REINFORCED WITHOUT ADAPTER 111*3 4-TAY99 96' li 96'; NAILFIN k HOOK INSTALLATION DETAILS OF , NOTES: DRUM ore Ma Rev 1 0'•;: lOR1CT:• : 1.lMERIORM/DEX7EiNORFWISNESBY07NERS v,L, 08-02249 C ss/ONALE GN\ NOT SHOWN FOR CIARW. 2PER/METERAND JOINT S&LOINTBYOTHERS TOBE abut NTS NrE 10/30/13 T10 OF 10 //111111110\ OESIGNEO IN ACCOROANCE WTTN ASTM E21121dSYW000AQWRGlFW1SVLL NC V= Luis R. Lomas P.E. O&O"S"--ve-mm- w FL No.: 62514 MOOD my 013CIOPDON OATC MVAOVm' A ADDED CHARTS 03/00/12 ILL. 8 REVISED PER NEW TESTING 10/15/13 ILC NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIOA BUILDING CODE. 0 ' REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED OISSIMILAR 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 Cdn1.6 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 RFOI IIREO FOR THIS PRODUCT IN WINO BORNE OEBRIS 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 2X BUCK USE 010 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 EMBEOMENT INTO SUBSTRATE WITH I" MINIMUM EDGE OISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE B1O 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 Gm0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. SIGNED: 06/2220T7C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS .048• THICK - MINIMUM 15. CONFIGURATIONS: MI WINDOWS AND DOORS LLC L111111IA// APPROVED x1x. 650 WEST MARKET STREET R ' 0'!s9GRATZ• PA 17030 CEN•SF ,5+ SERIES 430 SGO 6oar*=_ 143" x 80" NON REINFORCED rj0 NOTES TAT OFSE ; z TABLE OF CONTENTS oAwoc owl xa RSHEETNO. DESCRIPTION F.A. 08-0000502 1 NOTES oatNTS 02/23/09 1 Of 9 I2ELEVATIONLROAERMUWASP•F. I dwuu Luia R. Lomos P.E. FL No.: 625143 — 9 INSTALLATION DETAILS 43440 4M "wAmK=m 6 MAX -{ 6-AMAAXX 1 L 17' MAX 80' O.C. MAX RAME T- EIGHT L. 6' MAX 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17'MAx -{ 6- MAX O.C. r I SERIES 430 XIX SGO EXTERIOR VIEW OESIGNPRESSURERITING IMPACTRATING t4O.0PSF NONE SEECHARTS ar AND A7 FOR OTHER UNITS RATINGS NOTES: Y. AWIIMUM PANEL SIZE: 48 r/" x 79' 2. MAXIMUMO.L0.:443u'x74Xr HARDWARE SCHEDULE T M-04-1451 AT 38 344- FROM PANEL BOTTOM S (99-17-195) AT EACH END OF PANEL BOTTOM RAILS Aw COMPTa+ A ADDEO CHARTS 8 REVSED PER NEW TESTING C ADDEO FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS E REVSED INSTALLATION OETAILS CHART/I WHERE WATER INFIL mnoN RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure Chart (pso Frame Single Panel and Total Ram Width (in) Height 30.0 1 26.0 1 420 1 47.7 M) 90.00 1 10&00 1 126.00 1 143.00 PCs I Nog I Pas I Nog I Pos I Nog I Pas I Nog 80.0 40.0 54.9 40. 1 4&0 1 40.0 1 432 1 40.0 1 40.0 CHART Az WHERE WATER DIFILTRAnON RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET I Design pressure Chart (psi) Frame single Panel and Total F-1 i". MIME) Haight 30.0 90.00 3&0 1 108.00 42.0 126.00 47.7 143.00 Pos Nog Pos Hog Pas Nog Pas I Nog 60.0 649 1 54.9 48.0 4&0 43.2 432 40.0 40.0 CHARToj Number or anchor locationsroauirod Frame Single Rand and Total Frame Width (in) 30.0 2G0 420 17.7 in) 90.0 10&0 126 0 143 0 NdS Jamb H6S Jamb N6S Jamb NdS Jamb 80.0 6 1 5 T 1 5 1 8 1 5 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED ELEVATION CRANK: oRo No. F.A. 08-00502 e"tr INS I a"n 02/23/09 s"W2 OF 9 L ROAEM LOU" RE IM WOODFORD RO LEWISVILLE NO 27= AN44104w Aom"Ovolvpacom DATE APPRMID 03/06/12 ILL 10/15/13 R.L. 12/06/13 R.L. 05/05/15 R.L. 06/2Z/17 I P.L. SIGNED: O6r22/2017 4t GENy'9 i' Ad 6V TAT OFF 2 il0NA `l0Nyv` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMB MENT MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/2' MIN.' EDGE OISTANCE — VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FORCLARRY. 2.PERIMETER ANDJOINTSEAIANTBYOTHERSTOBE DESIGNEO WACCORDANCE Wf NASTME2112 1 3/8' MIN. EMBEDMENT 1 1/ 2- MIN. EDGE DISTANCE L # 10 WOOD 1 3/8' MIN. SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK T BY OTHERS 1/ 4' MAX r SHIM SPACE ft% IS a 06CFVVM ADDED CIMRTS REVISED PER NEW TES7WC ADDED FLANGE INSTALLATIONS REVISED 0WALLATKW OETAS REVISED INSTALLATION DETAU INTERIOR J EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2K 8UCKINSTAU ATION Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS QRMft Na owoF. A. 08-00502 s uc NTS — 02/23/09 — 3 OF 9 L R09ERMLOMAS P.E. Un W000FUROROIEWISVRL$ NC27M 4344" osys dwQ%rb*M2w.mm GATE N"RM 03/ 08/12 R.L 10/ 15/13 R.L 12/ 06/13 R.L 08/ 05/15 R.L 06/ 22/17 R.L SIGNED: O&2WO17 GENSF .` P'i Q AD61 T OF A, aR10p:' I NA IIiI10%C,• Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 11I 1 /4" AIAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN 3EO OF APPROVED LLANT 1/2' MIN EOGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARt" P. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTM E2112 1/4' MAX. r SHIM SPACE 1/2' MIN. EDGE DISTANCE AF I 110 SMS OR SELF DRILLING SCREWS 7 L RVOISM Memplew GVE MPROvm ADDED CRAM 03/06/12 R.L. REVISED PER NEW TESTWD 10/15/13 R.L. ADDED FLANGE INSGLIATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 08/05/15 R.L REVISED WSTMIATION DETAILS 06/22/17 R.L. INTERIOR METAL STRUCTURE —\jBYOTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE UVSTAUA77ON SIGNED: 0612WO17 MI 650oWEST MARAND ET STOREETRS LLC \```\`5 tR II r0 GRATZ. PA 17030 - r •GENS 9s i= SERIES 430 SGO =*A 0,,6 25= 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS OTATE OF ;,-- cF. A. E ///0NAR`CKAM S< 1-1 NTS 02/ 23/09 4 OF jtE 1R08E0L0MA5P. E 4" WDoDF0RDRDLEt"SVUENC2X= Luis R. Lomas 6P E 4s+ dlLo60FL No.: 62514 uvs°ns 1 1/2' MIN. 1' MIN, Kv oeseRpnow 0AX Aopw4w SEPARATION EDGE DISTANCE A ADDED CNARTS 03/08/12 R.L 8 REVISED PER NEW TESTING 10/15/13 RA. 1 1/4' MIN. C ADDED FLANGE U15TALLATIONS 12/06/t3 R.L a • a • • • EMBEDMMENT EMBEDMENT 1/4. MAX. 0 REVISED INSTALLATION OETAILS 1 08/05/15 R.L CO MASDETER/ : ' ! • °' , , 1 r SHIM SPACE E RENSEO INSTALLATION DETAILS 06/22/17 R.L, BY OTHERS -fL 1. OPTIONAL - 1. MIN. IX BUCK EDGE TO BE DISTANCE •' INTERIOR PROPERLY ' r- -- -------- -- 1 4' MAX. SEE NOTEE3 SHIM SPACE o ,. SHEET 1 a 3/16' TAPCON MIN. SEPARATION EXTERIOR INTERIOR 3/16' TAPCON I EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMS INSTALLA77ON DETAIL 3/16' TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETENAASONRYINSTALLATOON BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ I CONCRETE BY OTHERS • e •e . NOTES MIN. 1.fMERIORANDEMRIORFIMSNESBYOTNERA a;' . .:. EMBEDMENTNOT SHOWN FOR CLARITY. 2PERIMETER ANDJOINT SEALANTBYOTNERSToeE OESIGNEO W ACCOROANCE WTTN ASTM EYI 12 SIGNED: 0&22/2017 2 7/8• MIN. 1' MIN, MI WINDOWS AND DOORS LLC aLLIIIu SEPARATION EDGE DISTANCE 650 WEST TY MARKETSTREETGREET `` J S REH o 9 i VERTICAL CROSS SECTION `'•'%, sF : t' CONCRETEi "SONRYu4STALLAT70N SERIES 430 SGO _ tlr• 0 bt yt' 143"x 8NON REINFORCED FRAME o A it FRAME INSTALLATION DETAILS p" ESTATE Of 0'1tL`s AzCR10T; GW ilo SO NTS °" 02/ 23/09 08 52 Of 9 E /''//// INAlll L ROSERM LOUOLS P.E P.E. P Luis R. LomasIAXVVIDODOMRDLEM4SKLE. NC 27VL7 FL .Lomas 4384$ 8 M AbmsNPaa usyow„ L 9- WOOD FRAMING - OR 2X BUCK BY OTHERS Q 10 WOOD - SCREW ' 10 WOOD - SCREW WOOD FRAMING - OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT Ile MAX SHIM SPACE INTERIOR rSILL TO BE SET IN A BED OF APPROVED 1 SEALANT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATOM NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. Y. PEAIMETER ANO JOINT SEALANTBY OTHERS TO BE DESIGNEO INACCOROANCE W THASTIK E2112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. F SHIM SPACE Arr"VC0 alvmolls_ 0CV,RVIaN WIC ADOED C11ART5 03/00/12 R.L REVISED PER NEW TE"NG 10/13/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 RI. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED WSUU,AnoN DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL W000 FRAMING OR 2X BUCK INSTAL IA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 60' NON REINFORCED FIANCE INSTALLATION DETAILS Lsurro mac fro. F.A. 08-00502 scut NTS "" 02/23/09 —6 OF 9 L 808ERT0 LQU" P.E. 142$ Lv000NOR0 Ro LEWISYIILE. NC V=3 A3648114 3 rLWntt@6lornssI I SIGNED: 0&2WO17 Nt 1It ILO'I1vz r .erENs'9s ii QTTAATT:YOF t`s; c4i N: ONAl. 1` i```` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. I EDGE DISTANCE r METAL I STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE 10 SMS SELF ORIU SO METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTUREMWrALUATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 6YOTHERS, NOT SHOWN FOR CLARIM 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED INACCOADANCEINTER ASTME2112 110 SMS OR SELF ORIWNG SCREW INTERIOR TO 8E SET IN IED OF APPROVED CANT 1 / 4' MAX. r SHIM SPACE I 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR RpmOft$ D6awnwn aft ApprA m ADOED CHARTS 03/06/12 R.L. REMSE0 PER NEW TESTING 10/15/13 R.L AOOEO FLANGE WSTA LATIONS 12/06/13 SILL REVISED INSTALLATION OEUILS 08/05/15 R.L REVISED INSTALLATION CEfNLS 06/22/17 R.L INTERIOR Pi If JAMB INSTALLATION DETAIL METAL STRUCTURE 1WSTAUATION I SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAW M M F. A.08-00502 StAat NTS I DAh 02/23/09 lsm=7 OF 9 C Ra8EAT0 L0.MASP.E • J4= W00DFGRORCLEM4SV"E NC27027 ISL. iyplay fIpRYCAl11 Nil 04v, 4 i TATE OF evaC Luis R. Lomas P.E. FL No.: 62514 1 1%2' MIN. I' MIN. - CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e" ! •. 1 1/4• MIN. 1/4' MAXV'; 1 1/4• MIN, EMBEDMENT SHIM SPACE EMBEOMENT OPTIONAL 1X BUCK TO BE MIN. EDGE :. v DISTANCE PROPERLY SECURED 1/4• MAX. SEE NOTE 3 SHIM SPACESHEET1 3/16' TAPCON MIN. EXTERIOR 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS SEPARATION INTERIOR 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT • CONCRETE/MASONRY BY OTHERS acrwwuvry VERTICAL CROSS SECTION CONCRETPJAfASONRY IIIISTAL.LATION r 1 1/4- MIN. EMBEDMENT 1' MIN. EDGE DISTANCE o6aamnoN DATE APPRM ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESIINC 10/15/13 R.L ADDED FLANGE INSTALIATKINS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/06/15 R.L. REVISED INSTALLATION OETAILS 06/22/17 1 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETF/MASONRYOWSTALIATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTER=AND EXTERIOR FINISHES, BYOTNERS. NOT SHOWN FOR CW1RY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Eli 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143' x 80` NON REINFORCED FLANGE INSTALLATION DETAILS LwaRc OMC Rp F.A. 08-00502 xALc NTS — 02/23/09 —8 OF 9 L AMPTO LOWS P.E. 14M WOOOFORO RD LEWMILLE AC V= 4344046" ammoiftamp"vm SIGNED: 06/12/2017 G E Lod/ O. • TATE OF 410NA Lu13 R. Lomas P.E. FL No.: •62514 1 5/8" MIN. EDGE OIST. TRIM 4 INTERIOR MASONRY/CONCRETE BY OTHERS NOOK STRIP k4 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS. 1 ' 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYACONCRETE METAL STRUCTURE BY OTHERS TRIM "%,., INTERIOR NOOK STRIP POISONS IILV OCVAV ml/ 0MC Rq+w A ADDED CHARTS 03/06/12 RL 8 REVISED PER NEW TESTING 10/15/13 RA. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 00/05/15 R.L. E REV= INSTALLAnoN OE A LS 06/22/17 Rd, 1/2" MIN. EDGE DISTANCE L k SCREWSELF DRILLING PANEL 1/2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EM8EDMENT HOOK STRIP Q10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK iW0 PRAMING NOTES I. INTERIOR AND EXTERIOR FbWSHE$ BYOTHEAS: NOT SHOWN FOR CLARITY. 2. PERME'TER AND JOINT SEA4Wf BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED HOOK INSTALLATION DETAILS oaw+le ow la rNTS 08-00502 o"YE 02/23/09 —T9 OF 9 L. R06ERW LOMAS P.E. 14= WOWMR0 RO LEWISVU& AC=n SIGNED: OWWO 4N, N,J S pENO'F i 0„ V5 •, STTAeeT EOF w i . L'. A' jtl` s. <OR10P OKA„``.. Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDX BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING Tb BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CA1-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOU1RED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. e. 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 Ile. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERWWG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 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. 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 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-15 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVAnON 3 — 9 INSTALLATION nFTAII c GATE AI41IpVm ADDED CNARTB 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L, ADOED FL NCE INSTAUATIONS W06/13 ILL. REVISED INSTAUATIoN OETAILS 08/05/15 R.L. REVISED INSTAUATION DETAILS 06/22/17 R.L. SIGNED: 06=017 MI AND DOORWEST650oOWSMARKETSTTREETLLC GRATZ. PA 17030 51 111f4o',', GEIY p'9si= 1r-: 1SERIES430/440 XIX SGO 143" x 96" REINFORCED NOTES a;(,, s fp+, TAT O2 i w R 4 iZ/"Cd% 1OR10T: Gt`. ij is ONA11i`` Luis R. Lomas P.E. UPAW F.A • Ono iW. OS atv E501503uA[ NTS we 02/23/09 1 OF 9 L R06ERr0 COAUS P.E 14-"GOOFORORDLEWMIU&NC270M AN404M &vuwkftnos„m„ FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART ®3 FOR NUMBER OF LOCATIONS REQUIREO 17' 6 MAX MAX 6, MAX 6' MAX L 17' MAX O.C. 96' T- MAX FRAME HEIGHT x C x c* SERIES 430/440 X/X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of AND N7 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 4e yr x 9S 2 MAXIMUM D.LO.: 44 Su'x 90 Sw I AT 37 314' ON CENTER FROM PANEL BOTTOM I AT EACH ENO OF PANEL BOTTOM RAILS ATAIl PANEL INTERLOCKS INTERLOCK ADAPTOR AT INTERIOR FACE OF INTERLOCK ALVLSIaIa rxv oTscavlloN A ADDEO CHARTS 6 RENSEO PER NEW TESTING C ADDEO FLANCE KWALLATKINS 0 REVISED INSTALLATION DETAILS CNARTe1 E I RME0 INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REOWREO SEE NOTE 9 SHEET I Design pressrlro chart (Jos* Faro woo Paint and Tabs ft" vftm (In) M 3a0 no 12o 47.7 IN1 90.00 1o6.00 Inca 14200 Pw Np Pas Np POs Np PO N ee440.o00 4pA WA 40.0 57.9 w.0 50 400 4e.0 40A e0 4A 04.6 40.0 40.9 0.0 450 FIE 40A WA 40.0 513 040 Ll 40 423 40.0 56A e00 46. 0A 37 40A 40.0. 0 CHART #2 WHERE WATER wxTR4rAw RESISTANCE LS NOT REOWRED SEE NOTE 9 SHEET I Dori n presmro chart (pso Fear Sm010 Panel ana Tad Frarto VN4lb LgAO.O-40.0 30A n0 42o 10Ao ID&M 126A0 Pa Np Pas Np Pos Neg 7.9 57.0 520 520 54.e 54.6 40.9 40.9 59.6 51.7 1.7 Wl 46.1 SLe 56.6 49.0 490 437 43.7 CHART s'9 Number ofenehar Noagonsrpulroa Rol Y Sho PO1d and Taal Raffa Wkch (i1) n0 3&0 1 • 420 47.7 in) Sao 10e.0 126.0 1420 NaS is- N4S Jame XiS Jame Nas JemO SAO 6 0 7 6 e 6 8 6 46.0 7 0 7 6 e 6 9 6 920 7 a r e e e s 6 gag 7 e r e e 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" x 96' REINFORCED. ELEVATIONS oI1AwIe owa 1ao. F.A. 08-00503 ME NTSI we 02/23/09 -2 OF 9 L RWArO LOMASRE. Nit WOOGFOW RO LEWZVU4 NCVW 41r{di440P aw"spftmawaaor„ . MR . APPAM 03/06/12 ILL 10/15/13 R.L. 12/06/13 ILL 06/05/15 R.L 06/22/17 ILL SIGNED: 0&MO17 J S.\G E N,4 ysii of OF ; e 11 I Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS g10 WOOD SCREW g10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1 /2' MIN..- - EDGE DISTANCE 1 3/8' MIN. EMBEDMENT j 1 3/8' MIN. 1/4' EMBEDMENT MAX. SHIM SPACE 1/2' MIN, EDGE DISTANCE INTERIOR g10 WOOD SCREW rSILL TO BE SET IN A BED OF APPROVED I SEALANT 1 /2' MIA. EOGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INMRIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED (N ACCORDANCE WITHASTM Ev I2 WOOD FRAMING OR 2X BUCK 1 BY OTHERS 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE CESCRWW" ADDED CMMARTS REVISED PER NEW TESRNG ADDED FLANGE INSULLATOG REVSED INSTALLATION OETARS RENSED OWALLATION DETAILS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALUTOV MI WINDOWS AND OOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS memo owo No. F.A. 08-00503 5"AL6 NTS 02/23/09 — OF 9 L. ROBERTD LQUAS P.E tan KC700FOR0 RD LEW)Sv"E NC 27M 43440409 t#xnnV6s=jpawm 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 0E/05/15 R.L 06/22/47 RL SIGNED. O&2W017 0%/iA, i 0„61 yT EOF 1r a G? N i f,s ONA 11``` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS RO SMS OR F DRILLING SCREW METAL STRUCTURE 0Y OTHERS 1/2" MIN. EDGE OISTANCE a r SHM SPACE EXTERIOR 1/2- UK EDGE DISTANCE VERTICAL CROSS SECTION METAL S7RUCTUREWSTALLITION NOTES: 1.INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARl1Y 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WIN AST M EZ 112 1O SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN IEO OF APPROVED SLANT I 1/2- MIN. EDGE DISTANCE 10 SMS OR —\ SELF DRILLING SCREWS METAL STRUCTURE OY OTHERS 1/4" MAX. SHIM SPACE eA I L:KIVK av OESCAFTM aTC AnvlloAm A ADDED CHARTS 03/06/12 ILL 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAlLS 08/05/15 R.L. E REVISED INSTALLATION OETAILS 06/22/17 Rl. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 06aW017 MI WINDOWS AND DOORS LLC 111111111/1z 650 WEST MARKET STREET GRATZ. PA 17030 XS J\ , . - • • . 4f A • PlotSERIES430/"0 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS 0+* y MAi4r0orsFsvz F.A. Ra ow0 xo 08- 00503 E a R10E G'' Ai1/ 11NA 111\ Sc" — spar NTS02/23/09 4 OF 9 Luis R. Lomas P.E. FL No.: 6251 A L. ROMTowwASP.e r- kV woOOFORD RO tt msvUM NC 2 M a+ areaxs .arn 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 77a"' a 1 1/4" MIN, 1 1/4" MIN. _ 1/4" MAX. c EMBEDMENT EMBEDMENT SHIM SPACE aamoNs NLV DC: RPMN A ADDED CHARTS L REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS 0 REVISED INSTALLATION DETAILS E jREVISED INSTALLATION DETAILS MIN. EDGE DISTANCE INTERIOR 1/4" MAX. SHIM SPACE 3/16".TAPCON MIN. SEPARATION EXTERIOR INTERIOR 3/16" TAPCON LLAlATNOBE AAEIOVEOEXTERIOR BED I I / T F APP CONCRETE/MASONRY BY OTHERS 1 1/ 4" MIN. EMBEDMENT 2 7/ 8"• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEOAASONRY INSTALLATION aTc At' PAom 03/00/ 12 R.L. 10/15/ 13 R.L. 12/06/ 13 R.L. 06/05/ TS R.L. 06/2Z/ 17 R.L. J Jpc JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEJMASONRYINSTAUlATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINISHES. SYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWTTHASTM E2112 SIGNED. 06aWO17 MI WINDOWS AND DOORS 1111111Iu// LLC 650WEST MARKET STREET GRATZ. PA 17030 v •GEM,p'9s i+ SERIES 430/ 440 XIX SGO fir• p 1 143" x 96"REINFORCED c FRAME INSTALLATIONLATIONDETAILSTAtEOF a aruwN: are- 08 E s//INA11?```` SOLE NTSO1R02/23/09 Pi01 53 Of 9 L.R06ERTOLOMASP, E. 14M WOODFORD RD LEMMA NC YIot Luis R. Lomas P.E. FL NO.: 62514 4iS4"4W9 /bmu®6bmupsmm 10 FRAMING 12X BUCK BY OTHERS 010 WOOD —* I SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR rSILL TO BE SET IN A BED OF APPROVED I SEALANT 1 3/8" MIN. EMBEDMENT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION wTIOD FRAMING OR2K BUCK MTAUA77ON MOTES: I. INTEROR AND EXTERIOR FINISHES SYOTNER3. NOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINT SEALANT BYOTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E2112 1 3/8• MIN. EMBEDMENT T—'- 1/T MIN. EDGE DISTANCE IO WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE awsoKs ADDED CNARTS 03/06/12 R.. ro REVISED PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13R.L. REVISED IMALLATION DETAILS 06/05/15 R.L E REVISED DWALLATKIN OEWLS 06/22/17 RL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCKW$TALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS QU M OWO M0. F.A. 08-00503 WAX NTS I 0 c 02/25/09 19=6 OF 9 L ROEERW LOOMS PE IL1x M1700AJR0 RD LEW1SV8LE NC r,= SIGNED: 06/2=17 4T4Af9i'0F" 010.. ` 1 X Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. - - — EDGE DISTANCE r METAL 8Y OTHERS, 1/4' MAX. STRUCTURE r 1 c xcrosem e 1 SHIM SPACE 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS tAI bHluH 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1.INTERIORAND EKTERIORRNISHES BY OTHERS NOT SHOWN FOR CWtITY 2. PERIMETER AND JOINT' SEALANT BY OTHERS TO BE OESIGNEO W ACCOROANCE WTTHASTM E2I 12 1/ 4" MAX. SHIM SPACE 010 SMS OR 1/2' I SELF DRILLING MIN. SCREW EDGE INI DISTANCE INTERIOR 010 SMS OR SELF DRILLING SCREWS TO BE SET IN A BED OF APPROVED SEALANT ISILLMETAL STRUCT nBYOTHUERS0cwMplan ADDED CINRTS REVISED PER NEW TESTING ADDED FIJWCE INSTALIARONS REVISED INSTALIATIDN OEWLS REVISED INSTALLATION DETAILS JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS ORAW91 OwC No. F• A• 08-00503 sata NTS am' 02/23/09 S1w7 OF 9 L. M"R70LO W-W P.E. 1J = W000MR0 RO LEWISVXLE. MC 27M 4344u4m d"askbMwumm MTE AFKAVID 03/ 06/12 ILL 10/ 15/13 R.L 12/ 06/13 R.L. 08/ 05/15 R.L 06/ 22/17 1 R.L. SIGNED. 0612212017 0 V, a 511 *' a TOF is ORlO*• ? N S D.. 1- *G`\ N Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. V MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/7MAX E NOTE 3 SHIM SPACE SHEET 1 I.3/16" TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE MIN. SEPARATION r • 3/16' TAPCON SILL. TO BE SET IN ' A BED OF APPROVED •'' SEALANT • . CONCRETE/MASONRY BY OTHERS 4 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CRY INSTALLATKIN 1/4' MAX. SHIM SPACE INTERIOR avlvaa ADOEO CNARrS 03/06/12 R.LE8AREVISEDPERNEWTESTING10/15/13 R.L ADOEO FLANGE INSTAUATIONS 12/06/13 R.0 REVISED INSTALLATION OETNLS 08/05/15 R.L E REVISED INSTALLATION OETAILS 06/22/17 1 R.L. OPTIONAL IX BUCK JAMB INSTALLATION DETAILTOBEPROPERLY SECURED CONL:RET&MASONRYINSTALLATTONSECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN MR CLARITY. 2 PERIMETER AND J0Nf7SEAUWT 8Y 0THERS TO BE OESMNW IN ACCORDANCE MTN ASTM an 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS owuae owc fro. F.A. 08-00503 scwtt NTS 104C 02/23/09 j&4w8 OF 9 L. R0'BERrO LOLL" P.E. 14tZ WOODFORa RO LEWISYW,E. NG2,'= 4 44If 4M 4XALW&ftnMP#.=V SIGNED. 0&22-12017 G-sr.0 51MEOF : 4t.: Luis R. Lomas P.E. FL No.: 6251 A 1 5/8' MIN. EDGE DIST. d ' TRIM 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE -r BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/L6' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYXONGAETE 1/2' MIN. EDGE DISTANCE INTERIOR TRIM t 3/e' MIN. EMBEDMENT HOOK STRIP a S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCK400100 FRAMWO APVRMR1voIYCRIPIONOAT[ A ADDED CHARM 03/06/12 R.L-. B REV= PER NEW TESTING 10/15/13 R.L' r C ADOED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/I5 R.L E I REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2' MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS TRIM INTERIOR HOOK STRIP S10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTER/ORRmSHES BY OTHERS. NOT SHOWN FORCLAR/TY. 2 PERIMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/"0 XIX SGO 143" z 96" REINFORCED HOOK INSTALLATION DETAILS ORMM4 owc No. r 08-00503 TS -C 02/23/09 s4w 9 OF 9 L. R06ERT0 LOAMS P.E. li22 WOOORORO RO LEWISWLLE. NG 2AM22 43&604= dwnAlsviramapau n SIGNED. 061=017 S v F G o Si OF it, 1110 Lu13 R. Lomas P.E. FL No.: 62514 r OUPAPMarfT Business •ProfessionalRegulation rig SCiS Home I lag In I User Registration I Hot Topics I Submlt Surcharge I Slats S Facts I Publications I FBC Staff I BCIS Site Map I Units I Search j Fl rda K Product Approval V USER: Public User R Ye 1l tryn I Product Approval Menu > Product or Application Search > Apolication Ust > Application Detail OF FL # FL9174-1112 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@Overheaddoorcom Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative 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 Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 EDuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 08/11/2017 O1/02/2018 O1/02/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-PB S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0229-318959-P9 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sipned.pdf FL9174 R12 If 324620 P16 Jamb Connection SuDD signed.odfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by independent Third Party: Yes 9174.3 5120 / 6100 / 9100 *0230 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 RIZ 11 0230-318960-PlO S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart signed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Suop sioned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R1Z AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 Pll Track Supplement Chart sipned.Ddf FL9174 R12 11 324620 P16 lamb Connection SUDD sioned.DdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 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 FL2174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party. Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' 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 0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 Il 307494 Pll Track Supplement Chart slaned.Ddf FL9174 R12 lI 324620 P16 Jamb Connection Supp sloned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R32 II 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 Ii 324620 P16 Jamb Connection Suan sianed.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 9174.7 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 lI 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.adf FL9174 R12 li 324620 P16 lamb Connection Suop sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.ndf FL9174 R12 If 324620 P16 lamb Connection SUDD sianed.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 WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 40236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf FL9174 R12 li 319040 PI Post Istall Instructions sianed.odfImpactResistant: Yes FL2174 R12 II 324fi20 P16lamb Connection Supy sianed.adfDesignPressure. +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 Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 11 0237-319025-P7 S.ndf FL9174 R12 II 307494 P31 Track Supplement Chart sianed.odf FL9174 R12 11 319040 P1 Post Istall Instructions sianed.odf FL2174 R12 11 324620 P16 Jamb Connection Supo sianed.odf 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 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL2174 R12 11 0600-319026-P5 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 iI 324620 P16 Jamb Connection Supo sianed.odf 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 9174.12 5120/Sl40/6100/9100/9400/9600 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.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 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. FL9174 R12 11 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdf 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. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.Ddf FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.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 9174.14 15120/5140/6100/9100/9400/9600 116' 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 FL2174 R12 11 0603-319029-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 Ii 307494 Pll Track Supplement Chart sianed.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1RZ Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24' Glazing 0604 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0604-319030-P6 S.odf FL9174 R12 II 307494 Pll Track Suoolement Chart sianed.pdf FL9174 R12 II 319040 PI Post Istall Instructions slaned.odf FL9174 R12 II 324620 P16 lamb Connection Sumo sianed.pdf 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 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf Impact Resistant: No FL9174 R12 I1 324620 P16 lamb Connection Suop slaned.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 5120/514O/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 lI 319040 PI Post (stall Instructions slaned.DdfImpactResistant. No FL9174 R12 iI 324620 P16 lamb Connection Suoo 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-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9274.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 11 0609-319035-P6 S.Ddf FL9174 R12 If 307494 Pll Track Suoolement Chart slaned.Ddf FL9174 R12 lI 319040 Pl Post [stall instructions sioned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/610019400/9600 #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 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 ll 324620 P16 Jamb Connection SUDD signed.DdfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 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 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 1I 324620 P16 Jamb 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-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Nest Contact lh :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florldo 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 mall, if you have any questions, please contact 8S0.487.2395. '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 Ir they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: No Credit Card Safe June 15, 2017 1 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 Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope O014 D."Tyo''' No. 4671 S Lkv o STATE OF CC/ SS/ONA . ? Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the 'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174A FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9° 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1 A — Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18, x 8'-9° 18' x 8'-9° 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 Psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Ratin Yes No No Yes Yes Ij- Table 1 B — Doors under Evaluation \ ; Q`N DsFy',, NO.46718 STATE OF ORION .• ' 2 ; ONAL 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' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 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 0Q- Table I — Doors under Evaluation ON D. CENSF 2j9 N No. 46718 0 . STATE OF _S/\ F P N FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 11. 11 11" 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 / 25.901 Pressure 17.00 sf 33.50 sf 43.70 sf 20.70 sf 28.80 sf 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 COR%v .. 0 ` S/ONA 17g01 7 F'uV1l 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 5'" Edition 2014) and 6t' 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, 4 L---7:4 Gordon Thomas, P.E. FL PE # 46718 IRON-IYPAOT RESISTANT Q.ALNO OPTION - .090' MNINUR 50 THONG N MGLOEO FRAUD SCREWED 13 CA NOW ANGLE - TOGETHER KITH A LaaNU OF (e) fe.r SGKRS ItVA LLED IN TOP OR INRNMEDIAN SECTION (WITH CH TATHOUT DECORATIVE NSDRTS) MEETS WIFgtY STATIC 13 CA IMO AMGLE- DESIGN PRESSURES SHOWN ON THIS ORAHNG, GLAZING SHALL HAVC A MAIOMUM HEIGHT OF 13.73• AND A MAIIMUM LENGTH OF ILYS'. GLAZING O NOT UMPACT If GA ION MORIZ- RESSrANr ANO GOES NOT MEET ME REOWNWRNTS FOR TRACK rINO-BORNE HIEBICS REGION& 3/14 1-3 - 2 IOACT RESISTANT H.SAIMPACT OPTION - PACT LA AIR MIN 3 AS RESISTANTGLAZINGSYSTEMMAYBEINSTALLEDNTOPOR INTERMEDIATE SECTION (WIN OR MTMORT DECORATIVE SHOWN) IUSERTS1 GLAZING SMALL BE 1/4' MAIIR4AN-AIM IS W MN KAT- POLWAABONATEMEOUAL. GLAZING SMALL NAYS A TRACK MA) WJM HEIGHT OF ISM' AND A MAXIMUM LENGTH W 30. 06'. GLAZING G IMPACT RESISTANT AMD DOES MEET THE REOUIREJENTS FOR WIND-GORME OEM REGION& 3/14W1-3x W? SEE OETAL E ON SHEET 2 FOR AMIRLY DETAILS. SCREW AT EACH GLAZED SECTION REQUIRES RDWORGOIOIT BRACKETS NMI BRACKET ATTACHED TO U-BAN ON WIFR INTEGRAL OB (SEE DETAIL O Mr 2). 10 GA J-STRUT SoNcum TO UOFER IRECHAL NCO OF SECTION AND OPERATOR STU TO BE 1/ 4-20A/10• TRACK• BOLT AND 1 .-20 HER FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL (1) OUT AT EACH a JAMB 1 .- 1hT CARLING OgNG CRMCKPTIN SCREW TOATTAGRACMETLOCATION tkE J-STRUTTOTHEINTEGRALRIDANDOPERATORSTBEATTHECOHNNU ME OF THE DOOR PER OCTAL r ON BEET L 3, VINYL OR HOOD DOOR STOP MAILED A MAAMUM OF B• 0.G MUST OVERLAP TOP AND BOIN ENDS OF PANELS MUM 7/1I• TO MEET NEGATIVE PRDSIWE& THEY LOOK AIDE LOOKS OR OPERATOR REOM[O. is GA snFFEEo• SECTION SHALL BE CONSTRUCTED WITH FOAUm IN JAMB BRACKETS PLACE POLTLRETHAKE FOAM INSULATION CHEMICALLY SEE SCROAULE FOR GONOCO TO 30 GA MINIMUM FACER STEEL AND A GUAMTY. LOCATION. P%VLAMINAIE BAOKEJL OR U GA SMO. BACKER. ENO AND TYPC W TO HAVE A MINIMUM 1.1• DEPTH. R THE DESIGN Or THE SUPPORTING STRUCTURAL KEY LOCK OR AIDE LOCK, ELELICNIS SMALL BE THE RESPONSIBILITY OF THE BOTH ENDS ((NOT PROFESSIONAL OF RECORD FOR THE BUILDING 00 ROOUREO NTH OPERATOR STRUCTURE AMC IN ACCORDANCE WTH CURRENT BUILDING SEE NOTE 41. ALOE CODES FOR THE IONS USTED ON THIS GRAINING. LOCH SHOWN FOR 7. DOOR JAL6 TO BE MINIMUM DAM STRUCTURAL GRADE WMBEL REFER TO AUS CONNECTION SUPPLEMENT FOR CLARITY tl (• ATTACHMENT TO SUPPGRONO STRUCTURE r 2 FOR U- BAR LOCATIONS L LOUVER OPTION - . 040' UPS" LOUVERS BI MOLDED am DOORS WITH OTHER SECTION QUANTITIES AND FRAMES SCREW TOGETHERWTHAIOONHOF (B) SEE AIM T AND 2 ON fur SEERS INSTALLEDINTHEBOTTOMSOOTIOR. THIS7 SHEET FOR GLAZING LOUVERS ARE NOT IMPACT RESISTANT AMC 00 NOT MEET THE REQUIREMENTS FOR VOO-BORKE OCIMU REaCHS. 11G1& LOUVERED SECTION REGUNES OPERATOR STILE TO BE E.er V W1Aru MFN AT THE CDN7FIRINE OF THE DIM. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MOGIR IINDDRM LOAD EACH JAMB (PLF) 16'-0• ALL 207.3 -230.1 1.-0• ALL alel - I.B 1 -G ALL 1 .{ 4 • IQ•-0' ALL ly3 -la{.O LlllllffllJff NO. ? 5 * S7ArE W 3n Cow" am Iw Mow "wt.am 0. fL 77Mf OI PC 14711111 M.IIaQ9alIL Om® 17 NIL PrAm o MY fm AGEICARW a SUM" 00143eMCI1111 CCU" MOTE ON SKEET Ut INSTALLATION GA ENO CAP IB CA OPERATOR STU ADHERED TO CENTER OF I W= (3) CENTER MINCES PER JOINT REQUIRED ON DOOR IOTHS THEATER THAN 17-0•. (]1 CENTER RANGES PER JOINT REQUIRED dN DOOR VDTMS LOS THAN ON EQUAL TO 17- 0'. JAMB BRACKET SCHEDULE IDOOREIafT SECO. OFTIONS BRACKrS EACH JAL® TACGuam" LKASIREO FROM SCTTpM OF TRACK (ALL DIMENSIONS f 2) r 1 B a a ir a 23-1 a 3. a .•A-1 . a BY m 7r-7e FAT a. IE a 31-3 . a 28-3 { a .2 a eZ-1 • a o• s e a a l a a . a •7-1 . a 31 a B m 7s a B'-0• S e FAT a l a 21-3 .• a. 2I-1 .' a {e a 37-1 .' a soa 73-1 a B-0• CH Llrr 1TTat SEE "CIE BELOW FOLLOWING OUEHSON DENOTES SLOTTED JAMB BRACKET ATTACKED TO TRACK WTH 1/.-20+A/16• TRACK BOLT Ate NUT. FOLLOING OIUMOR DEMOTES (KICK INSTALL JAMB BRACKET INSTALLED IN NRTEtfLY SLOT. NO ADDITIONAL MAROBARE NEEDED 10 ATTACH TO IRACK. DOORS MT" MICH UFT. ROOT P4TCK AIO/CH GREATER THAN IT IN Now RECLIIRE USE OF CONTNUOu$ wALL ANGLE. SEE SUPPLEMENT TRACK CART FOR OCTAL& STATIC PRESSURE RATINGS APPROVE[ Wayne DESIGN PS•: r23. 50/-2&00 MARK IIDTH: GH QDalton- NP T/ CICUCRATEEDD(YYEES/N: YES MMAX SECTION I 3/8/08 ADDED SUPERIMPOSED NM PRESSURE LOADS uPDATm TILE e/2s/ lo GARAGE DOORS MODELS 5120/ 9100/9605 1 SHEET 1 OF z A GMgDV of OVERHEAD OOM ORAOENO PART N0. REV. PEN3313 oaA DAADOMM 01U3323I4 % MNOLOAOSPECIFICATION OPTIONCODE023E 31896E P10 e30 a.-asI Ii I I 1 13 CA ADAIBFAKII TOP PLACE U-BAR OWN INTEGRAL RO 13 CA ADARTABLE FIXTURE ATTACHED, TO WITH FIXTURETHE (B) FRE-rumour TOP FIXRE ENPRE -PUNCHED HOLES HOLES EACH 0 FACING UPWARD W OOTTOM a ll-BM / AND ATTACH MRU CHD CAP AT WITH (2) 1/4-1423/9' EACH CHO wTM (11 1/ru.7/O• /• CRwTTE scRews SELF OIOL1D10 PTITE SCREWS 1 FON STANDARD TRACK AND (3) 1-11.7/0' SERF LSRLINO IIIE SCREWS FOR LOW u HEAOt00M TRACK (I OF VOCH ARE USED TO ATrACMCD THE THY DETAIL BRACKET AS SHOW), LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO USED ONLY CH IMPACT PRE-PIMCHCD HOLES W TOP OF U-S N U-BAR OVER INTEGRAL RIB ITN GLAZED SECTION - 11 MM (71 1/-N.3/II• COPME Si2Rg18. THE (B) PRE-PUIKMCD NOES EACH END CA REINFORCE110NR USE VEYWO MOE IN:_ 10 fNAIIO FACING UPWARD AND ATTACH ININ END BRACKET A TTMIED PROPER wONINENT OF ROLLERS CAPAT ORIWrOCHO 7 E3 1 s-IAr7/b' $i OR0.UNc14.7) SELISCAHIMATTACIEOEiEE000BtU-BAR PLACED OVER TOP Compum SCREYII (2 1 MIN ( 4) 1/-•144 - RIB CK THE BOTTOM SECTION SMALL ONLY 1HR000N BOTH CRIWTITE SCR[V13 (2 Of VE ATTACHED TNRU ED OAP AT EACH BRAOKT AND U-GAR) 10001 ME fAC1ORY ENO wDl (1 1 {-Z7 SCF ORRLINO ATTACKED) pEMVITTE SaEM TACKIER ON THE DETAIL G BOTTOM FLAKOC OT THE U-BAR MQTEt DUE TO CLEARANCES REX/IED TO 1' I3IO46AIt0 / • r/ POLISH R1NS —// 4-1/ 2' STEM DETAIL B IS CA KNOE ATTACHED INTEGRAL BAN. AND A//T T A01 NTH (1) 1/S-20d/6' - CREY6 (2 Of WIN (2) 1/S-1DO110N CROmOTE INCHARE USTY CROWFIFIC ATTACHED. 3 OF MUCH PUNCHCDD ROM AT INIERMEOAIE MINCE ARE f= INSTALLED INTO 10N (i TIRUFLANGE E TOPLEAF. AND I OF BM AND BOrmm WATCH 13 rELO B4TALLEN LEAF AND 1 1MW THiq ERE-PRINORD HOLE WEN OF U-CAR AND IN U- DETAIL INRCHAL RIBOY SECTION) C 12 CA BOTTOM BRACKET FACTORY ATTACHED IRA ' e PLACE U-BM OVER tMom RIS Y1TN 3 I EIS NOTCH 0o6N TO CLEAR Solmu BRACKET AND ATTACH THRU END CAP AT EACH ED WITH (1) 1/M15.7/B1Lu4 SELF UNRUNOCRIMPFIESCREWILIMPACT RESISTANCE, SHOWN AND USE (1) 1/5-15.7/5' SELF BOTTOM BRACKET MUST BE OEYED 10 THE BOT1oM ONLUNC CRIMP1179 SLEW ACROSS INC BOTTOM Cr THE BOTTOM U-CAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT CVOY 2) i 5-15.7 SEli DETAIL 0 smm DINE LOCATION. SCRrl VSEfl) 1/M200/B' CR1mTTE SLEWATAlLOTHERSEEIMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. OCTAA. THIS SLEET. e J K 1A' . No. ?M6 *' 0. STATE CF • •-: 10NAL AFrrIlnnTltt O.AWI i AON.9L R NIMWNr H4LR OM Fl PE TRIMS R PC 4174I6 rAOmOm EImm= REAL Foomm "I FOR 1rRFIC0010 OF . ALMA ONCUM CM GET" MIN 3TAD4. E33 mTH STAINLESS BACKED RUBBER MASKERS 3-1/ Y OC. MAIL MLTRAO.AI SSCSOOOAo fuluc.rronµA 1 I MEN Sam— P. A .0 QETNL E 1 1 s- 1M SELF ORLLwO COMPDTE AT C IIEI (DE OF DOOR TMN 7-STINT St OPERATOR BRAD=. M= d-STRUT r SCREW OB.Y REONIRD ON MACY OLAZED SECTOR SEE ROTE I— .. DETAIL f ATTACK BOTTOM BRACKET TO BOTTOM U- FAA MTH (2) ° 1/4-la7/ B' SELF ORIWND CItlMPTIR ` IMPACT BOTTOM BRACKET 3) S(CCIION DOORS FA3RNERS ANO CENTER CH' 0 WROES FMUACO FOR 16iB 31fM! NARROWOMSACRALTEDAf01 AS5/10/0. SHOWN PS ADDIED IMPACT RE73TANCE TO 000R S) SW110N DOORS ASOED MOOEI. SIO(L will (S) r. IS, CA. MODIFU NOTE B TO BO K9 U- SARS STATE THAT LOUVERS LOCATED OVER ARE MOT IMPACT INTEGRAL =5 AS RESISTANT. SHOW CRT 4/ 9/07 P7 MOOIFED AVA BRACKCr SCHCU" FOR TAT OPTION. ADDED UIN TRACK MAL SKEET L CRT 4/17/ 06 P6 ADDED IMPACT R.SRANT O. ADNO. ADDED TEXAS UaRSE RE NGEDTLLOUVEER MOOCHANGEDINCREASEDMAXHOCRToB'-N'. AD= MIDI PITCH LIFT ANDNOWIRACHOILCRY7/32/ 06 PB VPDATCO THTLE BLOCK U-AAA ArfACHM NT "In 1. ALL U- 41AM SMALL BE PLACED OVER IITCORAL ROTS AND ATTACHED TIRU PRE- MVNCKED HOLES MTH (2) I/4•-IM3/lr CEUPTITE SCREWS AT EACH INTERMEDIATE MINCE LOCATION. (2) 1/5-11. 7/B' SELF ORULINO CRIMPIITE SCREWS AT EACH FRO CAP (CXLEPT BOTH U-BARS O/ BOTTOM SECTION - SEC INTERMEDIATE IOIKEE LOCATOR, AND (1) 1/5-146/B' CROIPKTE SCREW APPROIOIARIY Y FROM EACH Eq. FOR DOOR MOTHS CHEATER THAN IY-O. THERE SKAL BE A IOTA OP (tO) SCREWS ATIACMC EACH U-CNC[SAR T COINY-BN6 oR BOTTOM SEtT1O+ SHALL HAVE A TOTAL 0i (16) SL7RWS EACH. FOR DOOR MOMS LESS MAN OR EQUAL TO IT-W. THERE SHALL BE A TOTAL OF (10) SORM ATTACKING EACH U-CAI EXCEPT BOTH U-SARS ON BOTTOM SECROI MOM-STRUCTURAL OECORAUVE SHALL NAVE A TOTAL of (Ia) 3CAETIS EACL OUTER vow" wm L eM THE E%C%PINM OT THE (6) PRE-PUMONE0 HOLES NI THE TOP OF EACH DID USED FOR ATTAOCMENT OF THE ROU(R P'OLYCARCOVAR gpES ANDTHE ((N) PRE-FVOMM HOLES toTHE BOTTOM Of Fdt OF ME TOP FIXTURE EACH Eq USEDMEATTACHMENTUNLESSOTHERWISEON DO SPECIFICATION AND NOTED ORAM10. ALL PRE - PUNCHED HMO IN ALL U-SARS SMALL BE ATTACHED TO THE DOOR MTN 1/4-I44/0' CRIMPTITE SCREWS. 3 10 CA U-SARS SHALL BE STAMM 'M' APPROXIMATELY S' FROM EACH END. STATIC PRESAIRE RAIMGS APPROVED 92E5 =& : N.T.S SCE: A OESICN (rSF)1 f2AS0 -lA00 MAX N10THt OATS E NAMTEST t DyneDalton. PSF IR IMPACT C RAY ( I k YES ION N cKr 21' ECKED MA% SECTION A/6/OB EIRB GARAGE DOORS MODELS 5120/9100/ 9605 SNCET 2 OF 2 ORAWWO PART ND,. REM. OLNSOM or oN7IN40000Om1MNOLOADSPEanCATIONOPnON CODE 0230 P1 MAC AA00LORSIA3131• 318960 P100)-474-SUO_ PLICE PLATE LOCATION e SEE SCHEDULE 14" MAX 12" MAX 12" MAX I I 12" I MAX 12" MAX 12" MTAAXX I CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWATWQ A K01"M, PC A371 C01INW ROAD 130 M00NT 1QE. aw R K 77W TX K 1178MI ORMWDKAL INWMn SEAL PROMM &XV OA VIDWrATION OF WRAOLOAO C"TM=QN KTAXS E CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIh CONTINU01 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 13 13 GA MIN CONTINUOUS WALL ANGLE 1111111f11/// 40Eiv F •.2 NO. 77945 y - 0 * *= AA STAB ` OF ss/ ORIDA • 1 G CK 1 /4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOR MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART We e IN DPo on. 339S ADDISON DRIVE ENSIICOLA. FLORIDA 32514 850) 474-9890 x-CUPS-TEXAS ANGLE 12 FOOT 1TE0 6/11/03 FPOATEO FORMAT. EASED ALLOWABLE MURES TO 00/-52.00 PSF FOR DOOR WOTHS. TGEO 'TEXAS WALL 0 TO 'CONTINUOUS ANGLE'. ADDED IRATE MOUNTING Jl, CHANGED TO i NO ANCHORS 1 8024 WITH OVERLAY TRACK CLIP EOULE. 6/21/07 UPDATED MODELS ED 1N CHARTS. iATEO SPLICE 6 CUP EDULES. 9/06/07 UPDATE MOUNTING AIL DRAWING& 10/03/07 i TOOF XPANDED 1-1/2' TO 16' DOOR THICKNESS IT UP TO 14! NIGH. 12/11 /06 UPDATED TITLE x 6/2/10 UPDATED TITLE SHEET 1 OF 2 DRAWING PART 1,40. 1 REV. 307494 P11 2 3/4" f 1' EDGE DIST REVISIONS TRACIC-CUPS-TEXAS WAIL ANCIE 12 FOOT UPDATED 1 8 2-24 Bpi 6/11/03 E60XX MIN. 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO PSF FORDORMIN3/16" THICK WIDTAMDOORraALLoT ts STEEL FOR MOUNTIN LL AANNGLEE" TNGED*MSAooNWOUs 5/16" x 1-5/8' WALL ANGLE WALL ANCI C. ADDED SUBSTRATE MOUN11NO LAG SCREW OR DETAILID ,WCHOT° EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLI AWE SPF ( G=0.42) OR T' AND 6024 V47H OVERLAY BETTER AT EACH 1/4-20x9/16" TO sSCHEDULLEE.P HOLE OR PAIR OF TRACK BOLT AND CRT 8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED LISTED IN CHARTS RT& UPDATED SPUCE k CLIP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEOOLDU06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE P6 Moul. ING DETAIL GRAWMCS MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CR t tD/bs/D7 WITH MIN. //1 1 4-20x7 8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. ELIMINATEE OF E / 8 CUP USEACED WASHER AT EACH HOLE OR PAIR OF NTH 9 ACROSS THE s6ARo HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 a. e UPDATED STEEL 4 MOUNTING DETAIL PO EXPANDED 1-1/2" TO d' 1- 3/6' DOOR THK]WESS CHART UP TO 14' MICH. CRT 12/11/05 3SIMPSON TITEN HD, UPDATED lTol eLoac GRT 6/ 2/10/8" 2-3/ 4" MIN EMBED INTO fnI ED MIN 2000 PSI CONCRETE BLOCK R04OVD CHART. ATEACH HOLE OR PAIR CRT 11/15/13 OF HOLE LOCATIONS y y 11 / P12 UPDATED TITLE BLOCK WALL ANGLE NE J KQ /, IS/17 1/4- 20x9/16' TRACK BOLT Q' •,••• ., AND 1/4- 20 HEX NUT ICENSF j O: CONCRETE MOUNTINGDETAILTRACKCLIP No. 77945 G S ONALIE Wayne DATE I NAME Dalton. DRAWN 1 5/21/07 CRT A6MT. R• 1E07 GARAGE DOORS CHECKED 8/ 21/07 MRS SHEET 2 OF 2 vovMT 1OPLamM1PE 771143 TIC AE 117876 3395 AOOISON DRIVE DRAWING PART N0. REV. vaFCOUICIOF N11 011WLOA00011f1RU m7RALS CIMCAT"A°"°"m&CCO °'UCTIO °LY'"` TRACK SUPPLEMENT CHART PEN(MDR 4 99032s" 307494 P11 Wayne Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 p(O''% P. L%cENs ti O F /kp No.77945 * Zz STATE OF 40 MITeMu FIEmCOUNTYRW1 FROILS9oNAL ENONIM SM FROMB) ONLY FOR VVIVI'ATION OF WIN"AD ONSTRUCTM CUATUL SEE DETAILS 1. 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCWO SYSTEMS. MAX. —7 FASTENERS PER SCHEDULES I THRU 4 MINIMUM 204 STRUCTURAL GRACE LUMBER FOR DOOR MEGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINOIUM 215 FOR ATTACNEMENT TO CONCRETE AND OYIOUT FILLED CMU. TV. s• MAX ooDIt w:oTN FRN C NCR LOOK LUMBER 971 a• a• 2) 3/B• SINPSON TITEN NO SCREW ANCHOR WITH A 1 1 4• WASHER AMC A WNIYUM E M'BEDMIONT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4•. OE16" MINIIILM 2510 M COIMCAE7P NOTE,. MAXIMUM OE90H LOAD CAPACITY OF 2065 LEIS YIWYUM 211Q HEADER LOCK SOUTHERN P BRACKET LUMBER s• 3/ B• SIMPSON TITEM No SCREW ANCHOR WITH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2- 3/4• AND A MINIMUM EDGE DISTANCE OF 4•. OEle1L 2 YINYALIY Y000 P51 (,7T011T fill En CAII NOL MAXIMUM DESIGN LOAD CAPACITY OF 2400 LOS REVISIONS P17 UPDATED THE BLOCK ESC 6/4/17 MINIMUM 2xG /3 I[ HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4• a• 1- 1/2• 1—I/2' a) 3/H• CIA. LAG SCREWS WTHH t—I 4. O.D. WASHERS. LAO SMALL MAW A MINIMUM PENETRATION OF 1- 9 INTO THE MAIN SUPPORT MEMBER QETEIL3 MAXI IGN LOAD CAPACITY OF 2430 LEIS. SHEET I OF 2 lemIrcyrn JAMB CONNECTION SUPPLEMENT ORAWING PART NO. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 AOOISON ORIVE PENSACOLA. FLORIDA 32514 850) 474-9890 OMATA( J. KOdA1r1, PC an COUMIY ROM l60 MOUNT NOPL OISO FL PC ?nu TX PC 117eee PAOFCnOM ORITIEE 'S SEAL PROYmED MY Olt DONCATION OF VINOLOAD CONSTRUCTION OC7AILS MIN 2500 P51 CONCRETE M' MAX ALLOWABLE FASTENER LOAD MAY DMEED THE DESIGN LUAU OF ,11E STRUCTURL OLNUN 2 /• Of SUPPORTNO STRUCTURE SMALL MN EDGE 0 BE THE SOLE RESPONSIBILITY Of THE PROFESSONAL OF RECORD FOR THE STRUCTURE . . A d a 3/e• SIMPSON nTEN MO. 2-3/6• MN EMBED. MN Ir GETYEEN JAMB BRACKET LOCATE. t- JAMB GRACKET s—zo>A/Te• RAGK DOLT AND 1/4-20 HEX H TRACK OIRFCT CONCRFTF MOUN7ING DFTAII MIN 2 A SW (0.442) OR GETTER WALL STUD H= MM ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING 57RUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL Of RECORD FOR THE STRUCTURE SJKONSF'• N/S ': Vc Q NO. V945 •k LU TA1E of ' k/ S/ONAL ` V) V..4rLl lhf, i 3/1e' LAC SCREW WITH f 1-9/32• EMBED N CENTER OF STUD AXE? FOR EACNMVJB6RAdCETLOCATION JAMB BRACKET ACK BOLT AND 1/4-20 HEX N TRACK DOIFC.T YT1M MOUNTING DFTAII MAX 420 OC PER AC. FAA'iFMFR JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK CSC 5/15/17 CRAVING PART NO. I REV. 324620 IP161 I 1/2/2018 Florida Building Code Online Business 8 Professional Reyulation SOS Home I Log In I User Registration I Hot Topics 1 Submit Surcharge I Slats & Facts i Publications I FSC Staff ! SOS Site Map I Links I Sear Fbrda Product Approval t USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 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 Silver Line Building Products Corp. One Silverfine Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverfine Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 A 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://Roridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXCwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%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 u r FL # Model, Number or Name Description 19715.1 1 Series 2900/4900 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 I1 SWD002 SS 2017-06-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 1 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Installation Instructions FL19715 R3 11 SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWDO10 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.ndf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD011 SS 2017-06-14.ndf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic 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 addr If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wk supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick h};rg. Product Approval Accepts: mia",—§ SI T. Credit Card Safe https://floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHORS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OEPICTEO 6 THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SUE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF Sl/1 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DURK$ LE. WITHOUT CONSIDERATION OF TOLERANCESI. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE Np(Y. SKIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SKIM STACK TO BE 3p INCH. SKIM WHERE SPACE OF V16INCH OR GREATER OCCURS. SHIMS) SHALL 84 CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE IN WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10a COMMON NAILS OF3Ui IRT LENGTH TO ACHIEVE J-VZ INCH MINIMUM EM6E0IMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN NUN. Ur LOGE DISTANCE. SIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE PIS SELF -TAPPING SCREWS. OF SUFFICIENT LENGTH TO ACHIEVE A WNIMUM OF 3 K N N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 31W EDGE DISTANCE. - THROUGH FRAME INSTALLATION: FDA INSTALLATION INTO WOOD FRAMING USE alOW000SCREwSOFSUfFICENTLENGTKTOA0IEVE 1.1/2INCH MINIMUM EMKOMENT INTO WOOD SUSSTRATL THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREWMASONRY, USE 161NCH DIAMETER ITW TAPOONS OF $UFfIOENT LENGTH TO ACHIEVE 1.1/4INCH MINIMUM E0016EOMENT. INSTALLATION SKALL MAINTAIN MIN. 13/A- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUO USE 410 ULF-TAMING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OPTw—ETR ATION 6ETON0 METµWALL• MINIMUM EM6EOMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UNITED TO STUCCO, FOAM, HICK VENEER, AND SIDING. INSTALLATION ORSANCHAND ASSOCIATED HARDWARE MIST 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) 6ENERAL NOTES L THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITKTHE 6TH EDITION FLORIDA BUILDING CODE (F6CL EXCLUDING HWIE AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMMWOMAMS0, 101/ISWA440.06111 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCLLTE/ MASONRY. IX 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. 3. 1X ANO IX BUCKS (WHEN USED) SHALL 6E DESIGNED APO ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. A. THE INSTµATION DETAILS DESCRIBED HERON AM GENERIC AND MAY NOT RIFLER ACTUAL CONDITIONS FOR A SPEOAC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4MU AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAM4 REA OR ANI. S. APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC FOR HOLLOW BLOCK AND GROUT AUEO BLOCK. 00 NOT INSTALL 7. IN ACCORDANCE WITH THE GYM COITION FCC, WOOD INSTALLATION ANCHORS INTO MORTAR JOWM COG( DISTANCE 4 MEASURED COMPONENTS $NµL HAVE KIM PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF CCH SNµI6E OF A DURABLE SPECIESAS DINNED IN BLOCK HARER23. INSTALLATION ANCIIoRS SHALL 6E INSTALLED IN ACCORDMCE WINK ANCHOR d GLASS MEETS THE REQUIREMENTS OF ASTM E UM MANUFACTURER'S INSTALLATION INSTRLICTIGNL ANO ANCHORS SNAIL NOT 6E GLASS CHARTS. SEE SKEET 6 FOR GLALNG OETAILL USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERBN ARE BASSO ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF 03S. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF IDJO PSL C. GROUT• FILLEOCMUFIINITSTRENGTHCDNFORMSTOASTMC90wUN MINIMUM COMPRESSIVE STRENGTH OF 2000 IS AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU. UNIT STRENGTH CONFORMS TO ASTM C-90 VNTH MINIMUM COMPRESSIVE STRENGTH OF 2D00 PSL E. STEEL. MINIMUM TIELO STRENGTH Of 33 KS. MINIMUM WALL THICKNESS OF 67A MIL (0447r HK IS GAUGE), MIN. V2' LOG[ DISTANCE. F. ALUMINUM - MINIMNM ALLOY 6063•TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. IM LOGE DISTANCE. TABLE OF CONTENTS SKEET REVISION SHEET OESCREPTION 1 INSTALLATION 6 6ENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS A VERTICAL 6 HORRgNTAL SECTIONS (NAIL FLY) 5 VERTICAL 6 HORIZONTAL SECTIONS (TStl1000H FRAME) 6 HORIZONTAL SECTIONS. BOCK VOTALLATION. 6 GLAZING OETAA MAX OVERALL SIZE comm.PRESSURE DESIGN MISSILE INIPACTRATIN6 MOTH HEIGHT76' 64- O/X 35 / -35 PSF NON IMPACT 38' 66' 0/X 50 / •50 PSF NON IMPACT 3r 74' O/X 50 / •50 PW NON IMPACT 3r 7r O/X 35 / -35 PSF NON IAVACT ANY 6r O/X 50 / •50 PSF NON IMPACT 4r 7r O/X 35 / -35 PSF NON IMPACT 46' or O/X 20 / -20 PSF NON IMPACT Br 7r O/X 25 / •29 PSF NON IIRPACT 36' 63. 75' O/X (ORIEL) 33 / -15 PSF NON IMPACT 4r w O/X (ORIEL) 20 / -20 W NON IWACT 72, 6r O/X-O/X 35 / -35 PSF NON IMPACT 7r BM' O/X•O/X 35 / -35 FSF NON IMPACT 76- 6r O/X-O/X 50 / •50 PSF NON IMPACT 76' 7r 0/XO/X 50 / -50 PSF NON IMPACT 7w 7r O/X-O/X 25 / -25 PSF NON TMPACr 60' 74- O/XO/X 35 / -35 PSF NON IMPACT 96' 7a' O/X-O/X 30 / -30 PSF NON IMPACT IOB' 6r O/x:2&o/X 50 / •50 PSF NON IMPACT wr 7r O/XO/XO/X 50 / -SO PSF NON wACT LOB' BM O/X-O/X-O/X 25 / 45 PSF NON IMPACT O'c" y ow"cl W KNnw F. HaM0. P.E. Reewc I am OPP(*."6 Uw 000I111N11 FL#: FL19715 Oaw:2017.06.13 la:t I:" 06DV rSilverLine Andemw PE 3RKItVE LANE IYa6111 FNMaSMM61L w ONq M cral6JM• Im) PM"• C-.. 1111110%0 7 2 J VT ON z= Z O p v N6 sF: SWD002 LET: 1 OF 6 MAX. HEI6 MAX FRAM HEIGHT 9E MAX FRAME W/IOTH 4e' ELEVATION SINGLE HUNG WINDOW MAX FRAME W DTH 98' a E 3 f 3 D ' O' RUMS T 74• X' A 0 4 e ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCM T00 CONNGURATIONS FOR ALL nOl-dNl RATINGS. SINGLE UNIT CONFIGWUTIONS QUALIFIED CONFIGURATIONS ARCH TOO CONAGURATIGNS FOR ALL 29D -OU RATNGS. TWIN UNIT ODNFIGURATXW MAXfR HEIGHT n MAX FRAM HEIGHT 9! MAX FRAME W[OTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIOTH for ---'I MO SINGLE HUNG WINDOW SilverLine t fldt ll G.E ScvOiLin[ OrsvE TM annawca, w a/aat He (r1D ysgW 3 oI C S " j atW • N W w 2 c W mC g aa Q o It W o lllflllllll` O J U 17 Z0 VG 0: SW0002 EET: 2 OF 6 2• MAX. FROM CORNERS L Ir MAX r O.G. III MAX O.G. r MAX FROM LCORNERSwPTF,\r.\t•YNRa.Ty 70gf ATH9U0. 7AY,Km.UAowac•of T .Vp $111. ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW MAX FROM r — 20• MAX COCI RNERS O.0 20' MAX. O. C. L W MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW r MAX { CORNERS I r r MAX FROM CORNERS W MAX FROM CORNERS 6• MAX FROM CORNERS IitAX I L J 4 Vr MAX ll G.C, 4 VMAX O.. O.0 ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW rMAX FROM CORNERS r 6• MAX O. C X 1`MA FROM CORNERS V MAX FROM 12 3/N MAX, CORNERS O. 0 161/ r MAX O. C. J 6• MAX O. C. F 6• MAX CIA ANCHOR LAYOUT NAI. FIN - TRIPLE SINGLE HUNG WINDOW lr MAX. O. C. ANCHOR STRAP *FRO P/ N W2"5-2 MAXAL P/NSEE ANCHOR STRAP SEE SHEET5-2 SHEET 7 FOR DETAILS CORNERS SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG W WOOW THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW r7 5 SilverUne 741 OaE apvEat{ N( 0o:\E aio\mw+ swNawaaoe m N C zxz W ma2 & W .0 y N vCLw _ W L•— SI SI xINz I N61i: SWD002 4EET. 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2+ MIN, EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS zX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS V MIN as WOOD SCREW EDGE GIST. INSTALLATION ANCHOR ........... EXTERIOR FINISH BY OTHERS ETER/ 1/4' MAX. SHIM SPACE SEALANTEAI,MIT / O.A. BY OTHERS ti / UNIT HEIGHT 6TERIOR / INTERIOR 1 SEE GLAZING DETAIL SHEET 6 g VERTICAL SECTION 4 NERD • 2X WOOD BUCK NNLFW SEE GLAZI46 DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT / PERIMETER SEALANT BY OTHERS Lion1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS AW 6=j M8 WOOD SCREW INSTALLATION ANCHOR 3ro, MIN. X WOOD BUCK BY OTHERS EDGE GIST. SEE SHEET6 F0 CONNECTION DETAILS u CAULK BETWEEN a CONCRETE/ MASONRY ONCRETE/ MASONRY 6 zx BY OTHERS WOOD BUCK BY OTHERS 11/r AUX EMBEDMENT q VERTICAL SECTION Q SILL • 2X WOOD BUCK NNL FIN SilverUne L!.Arwkmn o.<:r aareoanF qnw ••Utwtq w o•o•i pan.nauo 3 Z^ I1/4' MAX MIN. 3/8" EDGE DISTANCE SHIM SPACE ZNN Qh J SASH REINFORCING W j e v 2 a- MIN 3 THREADSSEESHEET6FORREQUI SHET W Y< a T a< uo 2 SEE PENETRATION BEYOND OETAIIMETAL STRUCTURE Y o " < .. m o 2 1_ yW Y) W G INTERIOR > r8 GR, 5 SELF-TAPPING'SCREW n II45TALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 m J EXTERIOR FINISH evon+ ERs EXTERIOR PERIMETER SEALANT 0 G BY OTHERS 2 S O. A. 0 v uraT WIDTH 1. 4 d 2 oc a C HORIZONTAL SECTION Q IAMB • METAL STUD NAIL FIN i • * r^- 9 NIIllO. 0`' I I SC V = H Z i VG ll: SW0002 E - 4 OF 6 i t13AWOOD ANCHOR 3/4' MIN. Silver CREW ETE/ Lino CONCRMASSOTONDG CONCRETE/MASONRY ANNCHOR EWE DISTANCE 2X WOOD BUCK/5TUD BY OTHERS u, demn BY OTHERS • ' EE SHEET 6 DE SHIM MAX CAULK BETWEEN. • :. • • CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CONCRETE/MASONRY • ' • • 4 SEE SASH REINFORCING PENETRATION BEYOND BY OTHERS SSHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE 6LAZ]7vG MIN. L2• EDGE DISTANCE as yA,E y 11/2' MIN. DETAL. SHEET 6 TFwaw mK ux carw ae EXTERIOR FINISH ...... EMBEDMENT PK(7aa•15." BY OTHERS INTERIOR 1/4• MAX # 10 GR. 5 5ELF-TAPPING SCREW Z A ^ PERIMETER SEALANT BYOTHERS5HIM SPACE INSTALLATION ANCHOR 9 < - 3 0 4 METALTUBE/ STUD OR APPROVED Z N , K • J MULLION BY OTHERS. N $ C v z O.A. EXTERIOR ! INTERIOR SEE SHEET 1 INSTALLATION n z C 0 u<i u L` UNIT / HEIGHT NOTE14 W j W w' m < SEE GLAZING < °W° 1 DETAIL. SHEET 6 EXTERIOR 8Y OTHERS SEALANT " W O Co o Z t W CIA W UNIT WIDTH yy^. E VERTICAL SECTION _ HORIZONTAL SECTION IAMB -METAL TUBE/ STUO OR APPROVED MUUM m 5 NEAHRO N FRAME THROWN FRAME Lu THROUGH FRAME 5) S"4 PANCAKE HEAD z 1- SEE GLAZING SCREWS FROM STRAP TO 4.0000 4.0000 O d DETAIL. SHEET 6 FRAME. HOLES PROVIDED 2.0000 2. 0000 ( ( v TO ACCOMOOATE 014DIA. m EXTERIOR INTERIOR 0.500 N a z ANCHOR STRAP, AT TWIN 6 >Lu v O TRIPLE CONFIG. ONLY. SEE 0.0620..a p O.A. / PLANVIEW -ANCHOR STRAPW UNIT / (P/N 50.29952)' DETAIL AT HEIGHT ti ) RIGHT FOR INSTALL REQ. 0. ) 4,0020 PERIMETER SEALANT \ 1/ 4• MAX 2.3750 BY OTHERS SHIM SPACE A p ib 0.7500(2) 3.0000(2) 6,0000 INSTALLATION ANCHORS EXTERIOR OTHERSINISH . • Hv' 'I FROM ANCHOR STRAP TO O .: A:' itel 8Y OTHERS dPLANVIEW -ANCHOR STRAP (PM 50 2995-2) E G• SEE ANCHOR 1 •^ . a EMBEOMEn1T PRECAST SILL ' REQUIREMENT58ELOW. = R d BY OTHERS ' 3/ 161TW TAPCON ° ' • '• ., : ; • ANCHOR STRAP ANCNOR]NG REQUIREMENTS: id y •QF D INSTALLATION ANCHOR • ' 4 u A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16' ITW TAPCONS 'i/*' Pa,`,` 13/4' MIN: PER STRAP, MIK 1-1/4• EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE. EDGE DISTANCE 8, FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF -DRILLING SCREWS, n GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. < "! _3 p N.1•EDGEDISTANCE._ Z VERTICAL SECTION I- L/2'EMBEOMENT,MI DWG S: THROWN FRAME S `. / O 00 SHEET: VG OF 6 Und NOTE. Silber SAFE ALL SAFE 6 CONFIGURATIONS SHALL COMPLY ITH ' WTY 6LA2IPI( REQUIREMENTSg7ilOUTLINEDINCURRENTFSCANDASTME1300 . GLASS LOAD RESISTANCE. . ,. a e. • . • • • INTERIOR * A 34VIao4 0 N"TN mcaonw asaaw 5/8'0. I.6. CLASS d m a+or w atF ym INTERIOR ` ZEZ+ g g d " EXTERIOR INTERIOR „aNa511 W, a " s j d Sltmy w SMALL' FRAME 'LARGE' FRAME O Am, 55 N W C m -j W REINFORCING EXTERIOR AMFORCIN6 ti BITE 1/r 2 WBELOWLOWFORREINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS 1/8' SETTING BLOCK VERTICAL SECTION--- 4 MEETRNCSTIRLa H HORIZONTAL SECTION 6 11MRMEMATEFRAME MULLON GLAZING DETAIL 1 v m J v J O I • ALUMINUM SASH REINFORCING NOTE: IS REQUIRED FOR THE FOLLOWING s7ZEMATINGS: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE H 0 v 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF ADJV5TE0 TO MAINTAIN 1• MIN. CENTER TO CENTER 36 X 64, (OM. DESIGN PRESSURE •/- 35 P5f SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. H 38 X 74, (O/X). OESI6N PRESSURE •/- 50 PSF SPACING SPECIFIED IS NOT EXCEEDED, v O 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK Lli a a 72X $4. (O/X-O/X). DESIGN PRESSURE •/• 35 PSF W 76X72. (O/X-O/)), DESIGN PRESSURE •/_ 50 PSF 108 X 62. (O/X-O/X-0/X), DESIGN PRESSURE 4-50 PSF 1/4• rrW TAPCON ANCHOR o 108X72, (O/X-O/X-OM. DESIGN PRESSURE 4-50 PSF 4• FROM CORNERS 16• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT rd DEPTH TO FULLY SUPPORT , 1 r - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING WINDOW FRAME. tG Y/,J23BYOTHERSAA -, r AZ ISNOTREQUIREDFORTHEFOLLOWINGSIZE/RAT17NCs5 11/4• M1M EMBEDMENT s • 76X62, (O/X O/)(), pE5I6N PRESSURE •/- 35 PSF 1 1/2• AUX EDGE _ r< r- g DISTANCE = } 1 r v if 1 • STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING DISTANCE ` ., ti Pµ0 J B OTHERS NCRETE/ MASONRY ii 15 NOT REQVIREO FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/. 35 PSF 8VCK IN5TALLATION DETAIL N z ,mc 7 < oa 3 _ % Iz- a DW6 $ t: S YV D002 SHEET: 6 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954,744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th 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 Silvcrlinc Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, 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' J%tttlII111"0' r b 7 0 = s`S/ONAI_ %% Hermes dtMdt 0, P.E. Florida No. 73778 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: 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 A 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 61' 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/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 IrIBUILDING DROPSA\\ 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 30d 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 (U), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online bpr d Product Approval F USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.od Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%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 12194.2 Alumunum Coils Aluminum Soffit Aluminum soffit panels, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes Back INext The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:: Privacy Statement :: cessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: M0ERM Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 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 (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. 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 F,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 panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for Slate 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. A'-ItP. 9i • No 74021 STATE OF UJ A, . 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDi) 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" 04 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener Location 1Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 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. 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 8-inch 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12_inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 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 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 MOP 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 Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 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 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 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 tx2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2 25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. 1-inch %- 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- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SrsrEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0" head dia. nail with min. 114' 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) 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 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 Lj 3Mtom ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' ' DIAMOND PATTERN LDETAILCROWNSTAPLESiUSINGADIAMONDSUMS PATTERN FACIA BOARD i FASCIA CAPL_ 12F-2 3/4' X 1/4• CROWN FACIA BOARD 1-3/4' TRIM NAIL e' r'F' STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOS_ 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 Lj ur 11MVINI SOFFIT STAPLE GIST 1 DIAMOND 1 DETAIL PATTERN FACIABOARo yr ocrvon i sr.n.cs i 3/4' X 1/4' CROWN STAPLE '24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACb1 8' 11!=— wed BWO 1-3/4' TRIM NAIL STAPLE ON CENTER PscrewedtoLCosoffit one(1) N8 x PAINTED S.S. 48'with FASCIA CAP 1/2•x 3/8• head diameter screw. O.C. 3/4' X 1/4' 16' o. c. CROWN STAPLE SOFFrT—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 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP OPEN RAFTER SOFFIT 1'a' CROWN STAPLE I= V FASCIA BOARO N CA S/r T-IU 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAAL 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1 4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \—"F" CHANNEL wood, Concrete or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO 7ASCIA 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 3/4• x 1/4• ; ; DIAMOND PATTERN j DETAILCROWNSTAPLES USING A DIAMOND ; STAKES PATTERNFACIA BOARD FASCIA CAP 16F- 4 Awls 3/ 4' X 1/4' CROWN FACIA BOARD a' 1- 3/4' TRIM NAIL STAPLE ON CENTER 1- 3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT — max. iG-inch span w000 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 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 e TRIM MAIL FASCIA BOARD PAINTED 5.5. FASCIA [AP SOFFIT r4' CROWN STAPLE OPEN RAFTER fA5CU1 BOARD 1-4- CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 $ PATTERN; REFER TO SOFFIT STAPLE 1617-6 DIAMOND PATTERN / DETAIL FS CAP: REFER / \ oo TOOSOFFIT 1 FASCIA DETAIL F' CHANNEL I3ie SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001. 3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B nKr*VM ` SOFFIT STAPLE DIAMOND PATTERN DETAIL1I FACIA BOARD % j L>rr trvo% IT 3 AACIA CAP 3/4' X 1 /4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN —FASCIA CAP STAPLES SOff11 USING A DIAMOND PATTERN: REFER TO 1'et' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIN 24F-1 & 24F-4 Pa' CROWN STAPLE _--- FASCIA CAP; REFER TO SOFFIT a FASCIA \ OEfAIL / Nominal Pet' I T Batlen Anchored to SOFFIT: MAX. 24' I I I 3/81 F-CHANNEL Rafted with onee Id 1 Ring Shank Nail at awry Rafter WOOD SUBSTRATE _ SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. 14' SMOOTN SMANN I FASCIA CAP ROOF NAILS SOFFIT 1'd' CROWN STAPLE 1 f' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 2417-2 & DETAIL 24F-5 1'd' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT i FASCIA OETA4 Batten Anchored to SOFFIT: MAX. 24' F-CMARNEL Rafters with arse 10 Ring Shank Nail at eery Railer 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 B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD i' T-NAILS PANTEO S.S. ` II FASCIA CAP146A SOFFIT i 1'a4- CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 rat- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal rat' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with ane Id Ring Shank Mad 0 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. rat' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFfIi PATTERN: REFER To CANTILEVERED rpl' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL fASCIA BOARD SOFFIT 8 FASCIA I f- TRIM NAIL PAINTED S.S. DETAIL 24J- rtr2' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT i FASCIA oo Nominalt' s o' sVP OETA4 8 \ I scabbed between rafters and SOFFIT: MAX. 24- I 3/8 1-CHANNEL ured 7d ringsecuredwMone (1) 7o ring I Ishanknapsbalght4tapod through the rafter Into the end W000 SUBSTRATE of the batten or two (2) 74 mg slunk nails tw4taked on either side of the battern at the batteraraller intersection SOFFIT STAPLE OIAMONO PATTERN ALC15OO1.3 FL12194-R6 Page 12 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 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, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,t 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 ofghtft 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 1 -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 34e4 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. 7M 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.727.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.529.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.131.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.332.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRolotfft Basic Wind Speed mph) 120 130 146 150 160 170 180 190 200 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 Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 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 1/8" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW VS- 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 5 3/4" 7/8" 1/8" HEM 1 1/4" T 6"FASCIA i" 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 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 16" 04 Soffit 18- BLANK 3 / 8 PROFILE o oaoo ao aaaoo 000 00000 0000 ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/6" 7/8" 3 1/8" 7/8" Sail 1/2" 112" 1/2" 112" 1/2" 0 a TVP 0.12Y NP 13.75" BLANK 3/8" PROFILE 2 1?V SWF aao 00000 000 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 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 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IaYIIR, I P I4Fi'•, G1;P. 9iF No 74021 STATE OF QJ O, n • A, p.: O R % D ON AS'' 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 Slate 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" 04 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 l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved S stems 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-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch t48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch t48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to Jchannel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 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 Wood4-inch c. oand 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 0072 inch diax min 16F-316-inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch 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- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood ocand securing each panel finishing nail with min. 3/16- 143.3 spaced 16-inch o c. lap inch head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J- 1 16- inch Wood crown staples in diamond pattern Wow crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal tx2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- 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 80124F-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 1 x2 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 80124F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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. 801-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. Y.- 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 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 a . - One (1) 18 g, 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. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 8of8 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 APPRovEo Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0" head dia. nail with min. iU, engagemenc(for wood substrate) or m n. 0.097" die. T-nail or stub nail with man. 5/8" angagemenc(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7F' 12F-1 8 12F-3 CHANNEL wood, Concroto or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLEYpAINTED16" O.C. FASCIA LIP 1 /4" 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 i n„` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' ; ' DIAMOND PATTERN DETAILEs. CROWN STAPLES N ; USING A DIAMO 0Isrs i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1 /4- CROWN FACIA BOARD 1-3/4- TRIM NAIL a" STAPLE ON CENTER 1-3/4' TRIM NAMIL PAINTED S.S. T-r CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4" X 1 /4' DOWN CROWN STAPLE SOFFIT_ max. 12-inch span W000 SOFA 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 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. 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 onetll ®8 x 1/2• x 3/8• head D.C. diameter screw, 16• o.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN I FACIA 80AR0 RTvopi i 1 DETAIL IT 1 ASCIA CAP 3/4' X 1 /4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. 0.1—mil 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 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 t' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u 615/r 14U 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA OETAL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBS7RATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 11:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagement(for concrete or block substrate), spaced as noted above. ASCIA 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. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r„ ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4" DIAMOND PATTERN CROWN STAPLES ; ,DETAIL USING A DIAMOND rsr arsIETv r i PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4" X 1/4- CROWN FACIA BOARD 1-3/4- TRIM NAIL 8" STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEOWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE 50MT— 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 !' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT 1',e!' CROWN STAPLE OPEN RAFTER fA5[UI BOARD 1'14" CROWN- t STAPLES SOFFIT & FASCIA USING A DIAMOND OETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMONO 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 j W : n0 `, SOFFIT STAPLE Olsr I DIAMOND PATTERN I DETAIL FACIA BOARD yr ocr SfTML/ 3/4' X 1/4' CROWN STAPLE '24' jS.S. ON CENTER USING A OIAMONOPATTERN FASCIA CAP 16J- 13/4' X 1/4' CROWNFACIA a' BOARD 1— CMANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PPAINTED S.S. 48' FASCIA CAP O. C. CROWN STAPLE SOFFIT — max. 16-inch spanS WOOO 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 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 J' TRIM NAIL FASCIA BOARD PAINTED 5.5. re}' CROWN FASCIA CAP STAPLES SOFFITUSINGAOtAMONO PATTERN; REFER TO 1'ej' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1's1' CROWN STAPLE —^ FASCIA CAP; REFER TO SOFFIT & FASCIA / \ DETAIL{ wind rah' SYP Batten Anchored to SOFFIT; MAX. 24" 1 f-CHANNEL Rafters with one Id IIRingShankNailat SUBSTRATE e•erf Rafter / W000 SOFFIT STAPLE OIAMONO PATTERN ALC15OO1.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. lo 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFITI 1-sl- CROWN STAPLE 1 e TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5' 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nonkul r r STP Batten Anchored to SOFFIT; MAX 24' f-CHANNEL Rafters with one Id Ring Shank Mail at every Rafter 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 B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARO PAWTEO S.S. 146A t' T-NAILS I FASCIA CAP SOFFIT 1'v4' CROWN STAPLE 1 ' TRIM NAIL FASCIA BOARD PAwTEO S.S. SOFFIT 8 FASCIA OETAIL 24F-3 & 24F-6 1'e!' CROWN STAPLE FASCIA uv; REFER TO SWAT & FASCIA DETAIL Nominal 1'm2' SYP flatten Anchored to SOFFIT; MAX. 24' fdMANNEL Rafters with one ld 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 I' TRIM MAIL FASCIA BOARO vAUIrED S.S. 1'4' CROWN FASCIA CAP STAPLES SOff1T USING A OIAMONO PATTERN, REFER TO CANTILEVEREO r4- CROWN STAPLE SOFFIT STAPLE RAFTER OIAMONO PATTERN OE TAIL FASCIA BOARO 1 t' rain MAIL SOFFIT & FASCIA PAINTED S.S. OETAII 24J-1 Sr 1-4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA oo OETA4 / Ivaminto I' x r SYP battens e• \ . scabbed en raftersNraftersand SOFFIT; MAX. 246' 3/8 1-CHANNEL secured withgh one (I) 7d Any shank nag snight4taged Ituouyh the raker into the era / WOOD SUBSTRATE of Me batten or two (2) Td \ — rkty sunk ntls tae^aeed an eaher side of Ibi bittern at the bittonlatler Intermtton / SOFFIT STAPLE OIAMONO 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, Ka = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. 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 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean RooHeightfft 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hotfft 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" 1/8" HEM T -T 3/4" 3/0' ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/8' PROFk( ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / a PROFILE 2.177 W o 0000 000 00000 ; 000 0000a 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 112" 1/2" 1/2" 1/2" 1/V, 1/8" 3/8" 13.75" BLANK 3/8" PROFILE orav o so• Try 02r T" 012rrn o 0000 000 aoaoo aao 00000 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 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. 1/24018 Florida Building Code Online IF nmss,,!10fessional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Slats a Facts Publications I FSC Staff I SOS Site Map ! Unks , Sear lbil Product Approvald1bpr1USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@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 1 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 J Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Build ing%20Code%200nline.html 1 /2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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: 01W_q® Credit Card Safe file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 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 20 Moores Road F1.5444-1112 Malvern, PA 19355 Date of Issuance: 09/22/2005 620) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 614520-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall 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: oz Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2027. This does not servo as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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: 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 6th Edition (2017) Florida Building Code and 6th 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 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (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 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I. C. Evaluation Report 3532.09.05-R33 Certificate clAuthorirotion o9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 620) 651- 5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'4, XT'" 25, XT'" 30 and XT'" 30 IR 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"A is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,,,, = 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,sd = 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 Salads") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V,,,, = 294 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authadration o9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 2507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 2511 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" 305 mm) 305 mn) —(305 mm)--H t"(25mn) t"(25mm)-( lanl 5 S/e" (t 45 mm) 5 r&^for NorMood P(a/d METRIC t3r/e" tat/e" t3r/e" 1" (25 mm) alant tv. 25 "IL T Figure 11.3. Use four nads for every full sh/ngla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for etiery full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 T)pe 11 is suggested. I - - Rooling Cemenl Apply t"(25 mm) spots of asphalt rooling cement under each tab corner. Figure 11.4. Usefour nalk andsis spots ofaspball owwril on sleep son CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridee for CT20•", XT" 25, XT" 30, XT'" 30 IR: Cut Shingles 25 mrn) 2" (50 mn) RrmoYey— 12" Cap Cap Cap 305 m) shingle Shingle Shingle Figure 11-24: Cut tabs, then !rim back to mako cup sbingles English dimensions shown). 5,t2 (305 e 125 mm) _ — % Sdes N, `5 SIB Shy l`5 I2 o Nor"pop0\` l Figure 11.25 lnslaUallon of carps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate clAuthorization a9503 6s" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;1610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITYIERD 6.5 I ARC•ADIA'""' LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every hill chime loraed as shown below. Use SIX nails and FOUR %puts of usphall roofing cement for ewrr full shingle as shorn beloxr. ,pply appall roofing cemcnt 1'(25 mm) from edge of shingle. Asph:di roofing cement meeting mT I O 45146 111)e II is su=esled. 25 MM) t' (25 mM — - nal l'rro L U tbd N dlro I'r6mm) 1'(25mm)— figure 2: U.cc si.r nails far crew f rll sbingda. C, ;, Lc, f(qum J. bee sir nails and furrr ap ors rf nspball roo fr{q ccmenl ou skKP slopes. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" 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 headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 12' re) ( 305 min) tom Hand -sealing adhesive 4" 1/4" 3/4" — If— 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorkotion #9503 61" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R22 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/05/Z017 Page 5 of 22 6.6 SW (,6 nm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 1,00 o Adduiael mils H reomd. 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. MCI 1-(25rn 0 \ Hooting U.W 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. 1ilzz-- Fasten the left side' FIRST 1 W Exposure Remove tape from the right side g•`_ I and fasten It SECOND RIGHT Figure 17-19. Installation ojSbarigleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico 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-R33 Certificate of Authorization #9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FLS444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 1Z 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use five nails for every full Shingle. F- 5B" 16 mm) I7grsre 17-4. Use fire nalls for every fug Grond.tlanor Sbangle, Carriage Ilorrse Sbangle, or Centennial Slate QOTRINITYIERD STEEP SLOPE Use seven nails and three spot.-, of asphalt roofing cement for every full Grand Manor Shingle. Use Me nail-, and three spots of asphalt ronftng cement for every full Carriage Ilouse Shanglu and Gcnlcnnw Stale. Apply asphalt roofing cement 1' ('15 mm) from edge of shingle Figuro 17 5). Asphalt roofing cemtml mating A.%Td1 D4586 1tpe II is suggested. 1%1N Figum 17-5. ivbra 1waffirg Grand .rumor Sbangles on steep slopm use seven nail-, and Over rpots ofaspball roofing onnaal. Hip & Ridee for Carriaite House Shanl;le• 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)-- rAer.. r wr~oe..sanw. L I•-1"(25 mm) Relea a laps V (25 mm)--I •- 11n.. NailableT aea LANDMARK TL NorthGate: 13W* IT, Q'it' 1•-( 343 mm) (330 mm)— --(343 mm)--{ I•- 1" (25 mm) 1" (25 mm)--I •- 7 Wrd M Figure 13.4. Use four unfit for errp• full sbingle. WIDE WAVIG A IT va 314' 1Y m) I+— (305 m— +— (375 mm) (305 mm) Nadng Lkab 1 ( 25 mm) nal Ina owernMIIre lei•- Nailing / rsas Por low and standard sbpos (from 2:12 l0 21:12) Nal bereven uppm a bsvr lnes as shw7i abate. Exterior Research and Design, I.I.C. Certificate of Authoritarian #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (620) 652-5847 Evaluation Report 3532.09.05-R13 FL5444- R32 Revision 23: 09/05/2027 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphah roofing cement for every full laminated shingle. see below. Asphalt roofing cement should meet ASTNI D4586 Type II. Apply 1' spots of aspkdt roofing cement uncle each corner and at about 12' to 13" in from each edge. METRIC DIMENSIONS 12 -- 305 mm) 1 "(25 mm) Nail Area i For Steep'' I "— , F.— 25mm) I{---- 375 mm) Cement 12 305 mm) enn.rre 1"(25 mm)- QOTRINITYIERD LANDMARK IL 13112" 343 mm) 13" 330 mm) W/2" 343 mm) y-1"(25 mm) I 1"(25 mm)--1 I l 01.011=4%id Figure /3•5: Use silt nails aril four spots of asplxrlt roofing canant on step slopes 25 mm; NorthGate: STEEP 12' 14-3/4' 12" Nailing areas for steep slopes (greater than 21:12) and "Stom1-Naf(ing" Nail between lower 2 naa lines as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark'"' IR, Landmark'" Pro, Landmark'" Premium, LandmarkTM TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97X 305mm) (250mm) 6, 6, 415/1li 415/tli 150mm)r(150mm) ( 125mm) (125mm) Notch for Centering 15mnO 1 -f Notches for Alignment to T the Top Edge of the Previous (180mm) Cap for 5' (Mrnrn) Exposure English Dimension Shadow Ridge"' t Notch for Centering 131/4' \ 707mm) Notches for Alignmejto 5theTopEdgeofthePr/ 8' Cap for55W(141mm)E( 196mm) Metric Dimension Shadow Ridge' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorization #9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13; 09/05/2017 Page 8 of 12 6.8.1.2 131/4' 337 mm) 9 27/W 250 mm) ISl1G (125 mrn) NorthGate Ridge QOTRINITYIERD 13 1/8" 4—(333 mm)— I-6 5/8'-{•-6 518'- 168 mm II 168 mm 1 1 Centering 7 Wr Notch I 1 194 mm) 337 Min) Align these" li notches to top edge of 7 5/ m19I m) 7 previous course. NorthGate Accessory 305mm) I Laying Notch Figure 13-20.P Use Drying nokiw to cvnler sbingles on blps and rklges, and to localo lbo c rml exposurta For ASTM D3161, Class F performance use BASF "Sonolastic• NPi'"" 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 of Authorization u9503 6' EDITION (2017) F8C NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Naping 1= 40' Guide lines (1016 mm) 5 1/4' — 133mm)kN! 141/4' 362 mm) NOTE: Apply nails on painted guideline. Figrwe 16-6. fiufcning Presidential onoPrimA"fid T6 $Mks sbingles on low and slandard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use idne nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails In between the nailing guide tines, apply 4 naps I' above bb cutouts making certain labs of overlying shingle cover nails. 1 ii 1• Tn1' diameter asphalt tooling cement Agum 16-7. fastening AresskAm1 al and Presk1vn1 l r11 Sbake sbingkes on sleep slopes. 6.9.1 Hip & Ridee for Presidential Shake'". Presidential Shake'" IR, Presidential Shake TL'", Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 E04 STANDARD AND STEEP SLOPE: figum /S-f: fastening ffoffrms SAfnlfr7 on Lore mid Uanderd.Topes For low and stvxkinl slopes, use few nails for each full Ilvterss shingle as shown •drat. I" 1" r, I 11 Roonop Cement I I I nm) lure 13-t: aw-Ig Manas.sefpg4a-$-pAprs For sleep slopes, use the nails and eight spas of asphalt rooling cement for each fall 112iterts shingle as shown aboar. Apply I' 45mm) diameter spats of roofing cement (AYMI D 45861ype II suggrued) omW each tab corner. Press shingle Into place; do nix expose cement. CAUTION: 7bo much tooling cemem can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R33 CMificateofAuthorirotiona9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 10 of 12 1 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras Figrm315-14. 1811irmte piece rmits separate to »take 54 Hatteras Accawry sbingle. 6.10.1.2 Option 2: Cut Hatteras Shingles r 9' 230 mm I I I I I m Fes\eo. 18" (460 m) eo h 1 — — I — — 460 In ( 203 mfn) _ ; ; Cap Cap Cap Cap . Shingle Shingle Shingle Shingle 2 Figure 15-20, Cut Hatteras sbhWles to make co aer cap. Figroe 15-21: Installation of caps along bips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NP2'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.21 LOW AND STANDARD SLOPE 6 Mam'owanwru SIX Mh (M Mb Mdltd ow urdr W a dwnF Figure 11.3. Uso M nails for eucry 1 igbiand State sbingla STEEP SLOPE Use FIVE palls and EIGHT spots of asphalt roofing cement, for each full Highland Slate shingle. For Mami-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D45861ype II Is suggested. MomWWo rtw v& sm raft (bd nob i'vabd tw mrbr Wao a oven Figure 113t Use i11B nails and etgbl spots of arpbalt roofing semenI under eftb tab corns. CAUTION: E:%cesslve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridee for Hiehland Slate"', Hi¢hland Slate"' IR: Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Cerrifrcore of Authoritarian a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (620) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2027 Page 22 of 1Z 6.12 LOW AND STANDARD SLOPE Use FOUR nail:,; for every full shingle located a.. shotru helot•. Want biro' nimi) i'( I i56trvq IsuR: 0v 1 (Mff" QOTRINITYIERD STEEP SLOPE se FOUR nail; and four spots td asphalt rmfing cetncol for teeny full shingle as shown lwlott: Asph:dl rmfing ctm it m wiing,lSfJI D4586 T%IK-11 is su%rsNA. Apply 1'(25 nun) spoLs of asplydt rwring ttintY I :u shoo). CAUTION: Excessive use of n tAng cwomil can cause shingh.s ht Whom 1 —— — — — — — — — nS6 n) t• e TT Rooting Comrnt M-4 — RF4 t 918enV 6.12.1 Hip & Ridge for Patriot"": Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge"", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate ofAuthori:oHon09503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 Certain7eed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1 /2/2018 Florida Building Code Online iBusiness 8Professional Regulation Any 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 b Product Approval USER: Public User OFProduct Approval Menu > Product or Application Search > Apolication List > Application Detail WAN' . C&U 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 Ext 2305 kerri_ eden@tamko.com Authorized Signature Kerri Eden ker7i_ eden@tamko.com Technical Representative Kerri Eden Address/ Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_ eden@tamko.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underiayments 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 https: lhvww.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0tAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use 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 ReportTAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile underiayment Coated organic underlayment 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 Underiavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underiayment. Limits of Use Approved for use in HVHZ: No 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 Underiavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.Ddf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underiayment. 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 Underiavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underiayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.Ddf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes https:ltwww.floddabuilding.org/pr/pr app_Otl.aspx?param--wGEVXQwtDgtF2Aezuadg0lAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 htto:/Avww.tamko.com Quality Assurance: UL LLC (QUA9625) 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. TAMKOO 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 TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO(6TAM-FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV 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 TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y UnderlaymentTAMKOV Master Smooth Y' N N N N N TAMKO® Moisture Guards Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV 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 TAMKOV No. 30 UL Asphalt Y Y Y N Y N SaturatedOrganicFeltTAMKOV TW Metal and Tile Y Y N N N Y UnderlaymentTAMKOV 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-RB Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001A FL12328-RB Page 3 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PptY R.. p9 i,. do No 74021 0:. STATE OF ON Al. ? 111111 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 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 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://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKOV Master Smooth TAMKOV Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type It 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 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guards Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOV TW Metal and Tile Y Y N N N YUnderlayment 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. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underayment 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 EU& 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, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. GAP R%` Q,••.G E NSF ••S'J!r.. No 74021 0 • * • L X STATE OF ss,O N AL , .,` % 111111 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufactunng or 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 iri 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-RB Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Business 8t Professional Regulation BPS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FSC Staff , SOS Site Map 1 Links I Sear. a Product Approvalbrf ' USER: Public User inn Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 o. I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ) No ' N/A Product Approval Method Method 1 Option A I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUembpCG3RoA%3d%3d 1 /3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval T Date Approved 11/12/2017 K Summary of Products FL !l Model, Number or Name Description 3i 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 is of Use Proved for use in HVHZ: Yes Proved for use outside HVHZ: Yes Pact Resistant: N/A ign Pressure: N/A er: 1. Refer to applicable building codes for rel ilation. 2. Lomanco's Model 730,750,770 Roof I ply with applicable building code. 3. Lomanco's 750,770 Roof Louvers shall not be installed on Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable bulding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver F Limits of Use r` Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: AA ;:. .. f .j !••f ILZ.ti.IG= . Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 11 Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports rtion Agency Certifii R10 C CAC Lomancl Assurance Contract 021E By: Miami -Dade BCCO - by Independent Third Pi Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By. Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 lI NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party; Yes B ck _Neut J • . I The State of Florida Is an AA/EEO employer. CoDyrJght 2007-2M State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMaMwill QADE 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] of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeorv: 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 l00(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 l00(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 Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/<" aluminum annular ring shank nails. With the first nail 1'h" 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 or 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 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 1+ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M. I m M 700 SERIES LOUVERED ROOF VENT M. I m M 700 SERIES LOUVERED ROOF VENT a DETAIL B 11.00 16 M I 750 SERIES LOUVERED ROOF VENT 91 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 1 21 1 33 DETAIL C 16.t 750-S SERIES LOUVERED ROOF VENT 91 4..? 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i I ! 27 2jf 1 33 93.00 750-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,QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 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 t00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MAMFDADECOUK" Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 5 MMM-171 700 SERIES LOUVERED ROOF VENT 5 MMM-171 700 SERIES LOUVERED ROOF VENT DETAIL B 16m 750 SERIES LOUVERED ROOF VENT 91 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 11.00 - -I 16.00 750-S SERIES LOWERED ROOF VENT 9 1 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 t7r, r r CJ'l f t 5:33 DETAIL D 23.©a 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Y% Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbd4DE 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.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by 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.: 16-0510.28AY4ExpirationDate: 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 Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1''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 ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT t ro.3i, I i 5;33 DETAIL B 16.00 1 750 SERIES LOUVERED ROOF VENT A.91 NOA No.: 16-0510.28 MAMMADECOUNTY 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 11.530 I..-16.O0 750-S SERIES LOWERED ROOF VENT L—.9i I 4.91 -- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 BUS Homo Log !n User Registration Mot Topics Submit Surcharge Stats r Facts Publications ( FBC Staff BUS Site Map Unks Search db' o a Product ApprovalrpUSER: Public User Product Approval Menu > Product or Application Search > Application USL > Application Detail FL # FL158-R10 Application type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST:CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino®casttrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category• Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC1 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/24/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 RIO C CAC NOA 17-0821.18.odf Approved for use 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 FL158 R10 Il NOA 17-0821.18.odf FL158 RIO II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Pack noxt The State of Florida Is an AA/EEO employer. Coovrioht 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 Ocensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for cMdal communication with the licensee. However email addresses are public record. If you do not wish to supply S 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 dldt hem. Product Approval Accepts:. Credit Card Safe M IAM I•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 DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l 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 l 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 014-0903.03 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. NOA No. 17-0821.18 rot IUMTY { Expiration Datc: 09111/2018 Approval Date: 09/28/2017 Oy 1 Z 8/7,017 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 ", 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 ASTM E-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 4stem'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and 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 March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, AR, dated March 24, 2003 and Drawing tVo. 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 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 of Permitting, Environment, and Regulatorydffairs. 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., cent fyrng 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 Kiami-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. 1 &Lz 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 SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all preparec4 signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 SUBA TTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-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' Reimy 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" SOLID LINTEL DATA TABLE Ir CI•lla r'I Via fiCriltIIJdL!Sa Z r lear*n{rr FiC L!!I:1 rJ 7C5 IdCS IL'1:L:.1 21 mC lNa l:.Wl a L1 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS im .r TYPE 'A'_00 II I I Is Irl ta,l lrrl sn vtaiw RAW e>wle u rwf10 rROrROW aY6A a 6 rW1Ca0 /aa rR000C! AfIWYIW Q 6rda+ a COMIM UMAM Ctro,m 09 atla70= a OMIX" wnw0 w• ww rrrtw owon eur-omr luti W. L arrr"FAM •mo, 7/+2 m AM wei #4 IL no A a" L UWM •r+1071 •ADO ar0 ml1R+. M•• #% Calve 40 L•)1 MU • wlo = 14M rj w a OMRA• womn Mr Comm 60AM L COMMM )RLaOMO f• . OW rd IM AL • MOO #0 u Mar no am ® a a6 aaaoma am rW amim - w. Y MOAll Lamm ee . Ave A Ra = twm SUMM . L laa M MFORM CMC FAMM •Oa M MOw i man env. a" R on YOa art MOa ro K run ) am + OM . r. CLCI lw. a • me la ow mu Yla Woo= rm ML ICEN. ulr l;i.1 11•21 ti1ta i Yi'iY ua•'+Y1L1w-Jr{l'S'.l'1 Cd F®Q:7lL>rII Ci i7L 1 1L ad oc c c,Ir .rA mt:.art.;:.fcsay= elcranrere{•as•>_)eulmruaa'{uarave,a•1 a rt\aea fl'iZr FGli fay 1:::J f• c• w [11:L"J [lzt• VLL' `J[G a7[] P.t>• aL'IOfara-Y^YT{1liJf})JIl.'-1•lw Y/!1\I.`II L'iMa'I/\rr:r. • - rr aac'arru m.\ec;wr}-)tn rs{-aci:rt,ms;rrarrv w CfifCG'iC liC^]FL11[ ''" QG'i[21:S CCSimiO L_ 7-7 r67 wT7ia 7C! I — RETEWITT PRODULr RGVUWr• acomplrmvAlb0m Flai oaL8 2 . Jg wsttu t+xort R r,,m Fwrla, YL. E p{dlllq 0 03 CRARiPARRINO ueCm OMCR679 SUFNK Fl. 3W r CpAtERAL NOTES 1) UcWde f o {• {dd d 7ppp pfoe739t(mlyd E000 pdaodrc{, VA .-Iwo 0 cao vti ,m'aet woAr pu AM ON lypf V or 3 2) Nab Md Wu as1 rheum 4 eeh •mind bmAV. Canllfx lmxmotbesebytaxC•aa 1m him Sso 6 I/t t•dw. 3) Pmft bA mulr bd ad bfd ld+b• 4) Ta a•,.•iir 6red. 40 w o•1dp•ralhsbrdr. hi0oeso tlr pueml roduefim (w 9cil1: d {i mddo mm + 147e (.oy lm op iCapa S) N Id>b mfd r aad ee ri Fmo076 ei r ®frd t/lloo fkdl 4iq foiv . Oedo WeCCGN 0 co !i yp6mda 0 RaW am" d) Skis 66d bub a rq**L 7) 4' mW bt* is a toddd e/ r &wWw l o edd ud S• tlgmmJs >ouditmtesol/MWd duajdeldd rol emyy >fA W •dxe,bml Ayme «vlisatamrmlbobd d r• (cm if odagafto12) r mnod,t• ItIrlm1rA oadod onmomdodad •lu 5-I/ by mils St a adr IAae>anbfordqandqr••a+} 13) 1 o duty oafos d idd, Ydrtb6 6 •duty e,nuab oob dd fv b aefeGq d dsoo oppi/ b oo,ad••a •oA A31Y 60f0 ere rM/ mea>g. 14) 4odd ohmllmmoib' .:a w4d (ra_•r .r7tli kA*Q 1fd1 b d md br W .una+a q .Ptl Vr. faMfh7 mow >.ocd b,1 + An6d 1eWAd 1•d S 1.0 sd..•ra,d b•d sea lwtem'd tm4 IS) For ampoffi yard bdTW ml ao m a• •do bw 6•m •d Saw bdx db 16) Aw Wd w4w mt dwm.' m mb bed I m ad hmpd boo dam 17) Sdo bob es apWkp d dwft boo 10) sdo bolt low m rend ddio mib'df pr /a 630 ow A9 am 10) mawwbt° dadb°° ono f6a61).a.. csas°du °va d'"1r6ae .em"dN^.'+'-. SEE SAFE tATERN. LOAD 1AE M FOR LOAD ii;• ,}iti FOR EACH ADDrM RiU1NG RE0611 M = l tyair+. FULLCOURSE1/2' C R TV 1) f5 RE81R FOR r ElMS S v sj s FS R FM 1r EINIEES ti.,.. <: GR40or CR60 SAFE LOADS FOR 4" SOLID LINTELS W-4 rm GRAVITY TYPE LEN( TTH 4S8 Y-6' ( 421 PRECAST 1180 4'-4Y ( 481 PRECAST 939 4'-6' ( 541 MAST 799 5'-10'( 70' PRECAST 460 6'-6' ( 18n PRECAST 360 7'-6' ( 90) PRECAST 260 9'-4' ( 11:n PRECAST 156 10'-6'( Mr) PRECAST 116 12US Casn sten UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-e ( 421 PRECAST 687 371 4'-0' ( 451 PRECAST 597 320 4'-8' ( 54' PRECAST 529 256 5'-10' ( 70') PRECAST 407 148 V-6' ( 18') PRECAST 366 118 7'-8' ( 901 PRECAST 280 87 9'-4' ( 1121 PRECAST 167 55 10'-6'( 126n PRECAST 152 43 12F8 12F12 12F16 to) xR . NA I41W .• '' . r 1/ 111r- 1IIIII M,l . ,. li'1• •':.• V 7. III Min r.W •dw rdw s to IWW d Ia bdsm d W idd CWA '. t- J : %!!•. 5`` ' 7 ' ` ; mowia rae p6U8 6F6 6F12 6F16cow$r 1o• t``': r:: r • `. Bfd16il• Cnb v'• • , • • nsorp: mfeerro o Z/./$ Ijj''} t(''I • .:• ;;.• . , .. iWE OES1CNAt10N Ill f f--f--J„++JJ ,:• w. . T: • .. . r. rttu up u•ur/• u•,lm p 1 .-li .:.= S'} ' wrii y"?. %i-•'Y a moo 4 su' raaarloe • • ••j v 12r, cmt7a •-••mrr + '• t .Y T ) 1. ..M lrYti^< 4 '. 7r i,. yf y.-•, I. Vy•W • v• ' . , i. !T. f7 ''I u .4: „N /•: ••` S: epa t. 4S8 `. y +: }t1;. •`G . r1'• ; ; cr •• '• 12F2812F24 12F20 am a .4'•+ L < f us " .:, PRODUCTROVISIiD mtamuo rpul rsls' sb'm :, d, 11'r • *' •, tij•1p11f'•i+dN os PAsWa fcfor ffs,ec• T N AoaAloa•IAt -o p 1 3 • • •y • • • • • y• ,p . _% .', C CRAIGPART91v0 13rp6dimtAde a •18 12NKMMAL MAIN '• rR1O,Y•'' `r.•• OWCR 619 sy 6F32 GF26 GF24 6F20r'q' lVAL M: FW R 3356E m Q Mal Im REV= MUM,! • 0 a mwCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES alcrigummRUNKMV!_x..L..dwma' I ft. ' I 1A[ IWIC OSSYIS-II 01161i R5 Ja1W1 AV01U7 SWQ LLTS I I —#t 'ITS 6t1U G=o R: om pumW, p.L - M Ala. N151 OtAla4 W 1W12 ii f a i I,r SAFE GRAVITY LOADS FOR 6" PRECAST U.LINTELS 4cm"44wn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE M Us -le VIZAG 6FIO-19 920-18 6P24-18 6Tffi-1 6F32-18 3'-6- (421 PRECAST 2332 26T8 3892 5050 6148 7227 8297 7 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 SM. 9357 4'4' (541 PRECAST 1654 1857 3633 5050 6148 7227 8297 9357 V-10-(70.) PRECAST 1067 12W 2198 3531 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8- (901 PRECAST 779 463 1459 21U 3151 4524 6654 9357 04 9'-4- (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-e(1201 PRECAST 503 560 895 1270 1706 2235 2B98 3747 ii'-4-(1301 PRECAST 457 513 805 1133 1507 1952 2492 3103 12'-W (1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-0(1601 PRECAST 373 417 646 895 1170 1495 1852 2285 14'-0-(1951 PRECAST 351 3g2 503 835 1087 1373 1703 2G07 17'-4'(20n PRECAST N.P. 1 229 455 620 794 985 1198 1437 n THE NUMBERS IN PARU THESIS ARE PERCENT REDUCTIONS FOR GRADE 40 RELD ADDED REM SEE GENERAL NOTE 00. 4 SEE GENERAL NOTES - SHEET 1 OF 3 M15-M SAFE LATBAL. LOADS FAD M DRFCEAT 11.1 IWMI A c SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-8- (421 PRECAST 587 1055 596 4'-0- (48l PRECAST 487 787 445 4'-8' (54' PRECAST 416 509 344 W-10'(70') PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (11Y) PRECAST 173 352 74 10'-8'(1261 PRECAST 151 276 58 1 I'-4' (1387 PI E= 139 311 49 12'-0'(144' PREW 131 277 44 IS-4-(16(') PRECAST 117 223 35 14'-O'(188 PRECAST 111 202 32 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 E'T "I KRWO,, SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 46SW4401" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6B-1T 912-IT 916-17 6i20-1T U24-1T MOAT 32-IT Y-6- (421 PRECAST 1412 2074 2713 5 I 3997 4638 5279 Va (451 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 8' (541 PRECAST 1063 1592 2084 2577 3069 3562 4055 5'- 10'(701 PRECAST 031 1222 1600 1979 2357 2736 3114 8'- 8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'- e' (901 PRECAST 648 863" 1249 154400 i640j 2135 2431 9'- 4- (1121 PRECAST 575 571 980 1231 1492 1732 1972 10'- 6-(1287 PRECAST 514 462 787 112104 13311.1531 1716 11'- 4-(136l PRECAST 474 404 too 8B5 955 fu 1213ca 1442 1645 IE 12'- 0-(1441 PRECAST 454 or 35700 619 695 Ig 1111 1299 M 13'- 4-(1601 PRECAST 402 308 516 736 m 208 1076J 1247 14'- T(1681 PRECAST 368 265 475 877 832 989 1145 17'- 4(2081 PRECAST 253 TOB 338 476 585 593 SO3 THE XMIBERS IN PARVITIM ARE PERCENT REOUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 WOPARRLYO T391 CR $79 PROTwCT REvLR60 CWWlyiCS w4416o PWdda dlding Cade AttyWce No .O 2. f, I h@iDalo18Oy NienlU CO." PRODOf. TROVISGO B audpb wft 140 tlaaida MOOc o3.oT 18 Ld tbutral MsseW TL.P.E.U0.N0.44758 u-- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FE SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS MR l V PRFrcn u i_Ls SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS WW44"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12VO 1H0-20 IIII2-29 IVI MO-M 11124-20 12126-29 IMM-29 3'-6' (421 PRECAST 3428 5000 58M 7619 0352 11060 12755 14433 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(701 PRECAST 1611 M20 MIS 5234 8487 11060 12755 1443q, 8'-6' (761 PRECAST 130 1986 2879 4198 1 6421 10032 12753 1 7'-8' (901 PRECAST 1135 1628 2131 32t8 4675 6756 9753 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7 55 10'-6'(I201 PRECAST 614 1043 1295 1653 2515 3323 43M 5532 I1'-4'(1361 PRECAST Sill 245 1162 1649 2216 2893 3719 4746 12'-C'(1441 PRECAST 456 878 1073 1513 2617 3333 4206 IS-4'(1601 PRECAST 359 767 926 1294 2186 2743 3409 14'-O'(166') PRECAST 321 720 865 1204 E17O9 2017 2451 310517-4' 2081 PRECAST N R f514 031 601 1428 1750 2102 19W(2321 PRECAST N.R. 343 47T 700 1152 1300 1600 U) VK M WO W MRO UM ME NRRQ7f WAMM FOR GM 40 FUQ AM FM A. SM QMfRC M M0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w) 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M t2 f&n 12MO- IIWW I>r1T15- IIACA- t81C16- 121F30- 4'-4' (521 PRECAST 2536 2942 5468 7584 9640 116 13879 15M 4'-6' (541 PRECAST 2312 2740 5468 7584 9040 11669 13679 ISM 5'-8' (601 PRECAST 1347 1841 3565 8395 9640 11869 13879 t Vg5'-10'(701 PRECAST 1259 1755 3361 5954 9358 11669 13679 15 lUq 6'-8' (801 PRECAST 921 1430 203 4415 JIM 1 125 148 7'-8' (901 PRECAST 703 1203 2157 3494 5259 7922 2623 113 9'-8' (1161 PRECAST 389 43 1451 2157 3203 4427 5417 8380 GtM 49 MO MW SAE fMXCM F01. 464T SAFE LOAD PLF LENGTH TYPE 12US 12FS RCMU J'-6' (421 PRECAST 1295 4841 393 4'-0' (401 PRECAST 1295 4841 299ij 4'-6' (541 PRECAST 1049 3922 2417 T-10'(701 PRECAST 681 2547 155 0'-8' ('781 PRECAST 579 2187 1234,4 7-6' (901 PRECAST 474 1 771 91 ' 9'-4' (1121 PRECAST 355 1326 58 10'-6' (1261 PRECAST 305 1143 454C a 1I'-4'(IMI PRECAST 278 1041 38 12'-O'(1441 PRECAST 200 971 34 tJ'-4'(1601 PRECAST 229 657 278 14'-0'(I66") PRECAST 218 809 251 17'-4'PRESTRESSED N.R. 633 18 19'-4'(212`) PRESTRESSED N.R. 534 130 JCL V W'Q IV LATERAL LOADS FOR 4'-4' (621 PRECAST 4'-0-.(541 PRECAST 5'-8' (661 PRECAST 9'-10'(701 PRECAST 8'-8' (001 PRECAST 901 PRECAST 9'-8' (1161 PRECAST PRoDucr 6W cWk AxMmiaa s11 ' f- moo SEE CENERAL NOTES - SHEET 1 OF 3 4 -11PO " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IV5-II IV12-V 1916-2112T20-2112f24-1111)28-11 ISM-2T 3'-6' (421 PRECAST 2752 4287 6613 6938 U04 9589 10915 4'-0' (In PRECAST 23M 3721 4672 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 3326 347 7365 8384 V-10-(701 PRECAST 103 2527 3310 4092 4815 3656 6441 8'-8' (781 PRECAST 1444 22 2972 3675 4378 5081 5784 7'-0' (901 PRECAST 125714 1767 25Mj 319 3806 4417 5028 9'-4' (112") PRECAST 1028 1171,2008 2590 3087 36 4079 10'-8'(126 PRECAST 920 947 1612 2281 2764 J209 M 11'-4'(1381 PRECAST 6% 298flg N04 1982 2441 2902.3384 12'-0'(1441 PRECAST 614 753 1269 1788 2201 2616 3032 tj IS-4'(1601 PRECAST 678 933 1057 1485 1828 2159 2513 14'-O'(1581 PRECAST 622 586 974 1365 1679 1993 2309 17'-4"(2061 PRECAST 434 427 5 964 1182 140 1623 19'-4"(2321 PRECAST 366 J70 593 8170, 1002 1187 1372 1) INi MUM W PM210RS Ae[ KAM KKcnMS FOR CND[ 40 f1RD AIDED REOA& SIX QMWA NOR NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS Coll-61M f SAFE LOAD - POUNDS PER LINEAR FOOT 3692 25 V-4' (521 PRECAST 1626 2685 3746 4808 597 6928 7969 3458 2417 4'-8' (541 PRECAST 15% 2582 3602 4623 5543 6884 7654 2236 1 5'-6' (081 PRECAST 1210 2042 2850 36% 4456 5273 8081 2129 155 T-10'(701 PRECAST 1173 1904 2769 3553 43M 5123 5908 1716 117 6'-0' (801 PRECAST 1020 ISMS 2426 3114 3802 4489 M77 1438 914f4 1'-e' (901 PRECAST 904 1226 2163 2776 3390 4003 4617 10114 14 9 8 (1101 PRCCAST 703 0 771 1472 2161 2663 J145 3628 10Mt9B8 W PAR[NM6D1 AR[ PkACENf IQARDOIS FOR G; • E N s'' 40 Aw AM MEDIAL SEt cook "M 101. 4 44 7 PI1 "DwaRRVRSCOW4dbsc6bamDoPIa1a4 g._ T F ; A-M.VwmNo QQ.% : CRAIOPARR490 tba' ly 0'R P' ••`•` 6324CR579Mpstasm AftmeR . 4..4 ,,•4• PL.P.EOg.W0.40M CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Fume oomy-14 1 an m MOo A40Iw I MM ILIA Naffissm M IAMMADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidnde.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the 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 entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM DARECOUNTY /7 NOA No. 17-082 022ExpirationDate: 05i11./2022 oq / Z8 JZo / Approval Date: 09/28/2017 7 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 #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fle-rural 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. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 02 0-82 75 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert f ed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. 40fmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05t21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control 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 I. 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/282017 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 L-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 (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 SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled k[odels, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. elyA. Mak—air, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. 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 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 9'1 W. 9'4c: Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2011 E-6 l. ASIT'•CREr.,e HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODi1CrR6VISFD • W00(Ir;rRUNBWW umap114i IJI ms FTmWa TYPE "A" STIRRUPS a+ 7/3210 BAR • STIURIRUPS I BLwrrLsl STIRR—ra i S U-LINTEL eli. afllSia lil li:ill•:Pll;l r1_''.'.L f E.1L'1 c3`JOifiiFl[f3::.II>riB FdJ I6 i mf! 1 ' lIQ7iF/l:lll]>iCZ fri 0 TYA" ar7t!V—'J I Mt/LLLlF t> A fir/=®[l9[li fYli ii/im R" PRFCAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE i" FI'L.^ 7 1 i5i Ri I Cf1 1 I ii;;11i/Y•..•1'Fif1Y.Yl fi C1.• mLl s. •':•Jla ual•:'ri171 7 C lf o lJL Lf1E3C3iaGJil7CY IFi i Eli m L•'.i7 cr. L'7 n,s -17ai3] r LL:.lT14 t/`TEiQ6i ESCi7 oc[ic a v[*si auar:ur r-n.v.vc x Iuzmvnto F acSCliyat.a[:s:::a^r5ivr2i uc[r a a;c rucl4r.ruarut::.fR.F:...r r r c w7c-r a rla` rn:ir...[ia .:rszr,r.nr>. o rrl rra ue:u>.ra:_:,.s^,•.><.I°r o O Q1a r- kv low$ pc •A i tr 'ISFcm mom m m slmom = m 0 iTpy ho .` f1i ft1Yi ®n. mi •r ruv S 1 1 Tm7 11l@l UW avoA =cs a rWACO M r'MOfllar ~AL Q m a== n oormw Lm Am CAM a sv+mal= a [mmw m T> un nm ma mmm aflatrr or cm -am[ ua m TAO T/A sa A7W Afla N. K s o0 0 oa "ML mmfa ar rla[IrfZff1M0l4Ta'flftiff [aa [[Aff as AaM YIN•7/1" 0¢x ITM1 wo-smam N IoiRsm to - O WCICa - 16[71 . Ob or "4 mWo mO wic m CUM ODUMSITMAM AA16 31M Or aafaalf . 6 TM TM RWVQNN cm KM LL flues f Govws L 00)IgLI[ alamaW /. + "" rm M. [' AL 4m Ofl. r/3mafa MCM 1'.. an rL Mf PWAST a Of;M UP" e. fJ I'atllafa oY r[lTre?rll[a[ A[O miams"m Ia1CL + e7a a f,e . • 1 o0.T0. 0 ml®R MA7 [[ ItRa u um ar aas[mm tmlLL AWefoYf Our 4. fl[111m 149rI41A MamQUY 19 /!fait t4am Ap sYOlY6 106a. clT p ' . MIODULTOTASr9 awlplsl[t•oaorrbw AAeMV-iifla/ o o3.ati CRAIGPARRINO ;jQ% rVl 14 SUMER FL =04 • FLP.LUC.N0.4fm CAST-CRETE 8" LINTEL FABRICATION DETAILS ill c aeea r_o/11ATV I nano FAR 1- PRP_.-AST A PRFSTRESSE_DU-UNTELA ow-oloP8' SAFE LO%AO - POUNDS PER LINEAR FOOT Typgi LENGTH am 1as-0 t/6-a ef12-0e 907 _M al" ano-le OW41 erm a N24-48 4T24-1e e1e-1111 vm•le e17r•ae OU-11 3-4 (42q PRECASTI 2231 3W 471E 6I0 eta? 404 DM 1=1 3W 4a3 ilu 7sa 074 IM4 14409 4'-0' (481 PRECAST 1968 2St1 M31 0 4w0 stn 704 SW 2n3 4M n13 7M7 014 KM 1180 4'-e' (54' • PRE:i iT 1599 IM9 2110 2Q1 3733 45/s s100 a 224 210 ANTI 4113 7547 8W 1o214 1 S 1' (64 PRECAST 1217 Im t43e lost Im 31n 3m A tes7 30a a70 7W WIN am Ill S'-!0' P(4Sf 10a2 1103 1173 lei 2m 231E 3¢9 A 1451 2121 1 4340 7101, 71510 was C-8' ( 7a PREflA1T 90B 12A 11n 3w 37a7 43U w11 173E 2177 34M sal aim t em r-6' 9 PRECAST01 713 toll 1721 2132 2203 Sae 3tot 34a toil 1712 1 1 nu Sal 0447M 4472 9'-4' (I 127 PRECAST 554 bl ttw 14M I 34a 918 3702 742 1243 1 1643 230 340 Otl3aw0 10-8'(126 f PFEGLIT R5 an 124T 2W 17l7 210 151i n3 1032 1 1533 2093 2751 35,6304741 It'-4' 1 PRECAST J82 6n law laid 2423 31V 4w6 4w 7f3 I In$ tall 2423 1 3111 Ow 12'-0' t14.1 PRECISEI 3A 50 els um Ia4 Im22W 3532 3a m 1 1234 ISM 2163 1 299n 3SS 1 PRECAST 298 a1 m 107a f42s Ins 2318 1w3 471 7s3 I 1 M 14a Isaa 036 21U 14'-0' 168 PRECAST Tf9 7u 102 IMA im 2117 24M W 7a 1 I002 I311 107 2127 2110 14'-r(17 PRESTRESSED KR to Im all tat wl 1A 430 70 Id70 tw2 7243 7517 D12 15'-4'UBC} PRESIRESM KR, Sn Ra to III NI I ifF 17 0 Taw 1137 we 2110 Dq 11-4' (206' PRESTRiSSFO NAL a lie eR Ill 1a a Joe sa uo IR6 1 1009 1 lug 2m 19'-r(2321 PRESTRESSED N.R. m lat Tel s33s 4AnTeo 101 list Isis 1suvu 21'-• 4'(2561 PREs1 9ED NA Im Ift 10 a meKK 011'11i413a ma PRE51REW NJL m NA22'-0(tan ml R6 1R NH 1111 1w 31a mem10a 118a 11 IAf24'- O'(2 n PRESTRESSED NlT. 1a wt nR Ia lil III W 430 04 al ID! 1277 SAFE LA11`RALLOAOS FOR alley AA" 2 anmTwtvCf111j wTw[A . SAFPLF LENGTH TYPE SUB 8F8 RCMU 3'- r W- PR=r 1025 1024 1598 4'- O' (481 PRECAST 705 763 1309 V- W .(541 PRECAST 692 591 1073 51- V (041 PRECAST 411 411 745 5'- 10'(707 PWMT 340 339 016 C- 8' (NJ PRECAST 507 721 490 7'- r (90') PRECAST 424 1 534 363 IP- 4' (1121 PRECAST 326 • 512 230 10'- 6'(12Bl PRECAST 284 401 180 11' 4 (138' PRECAST 260 457. 154. 12'- 0'(1441 PRECAST 244 402 137 IY- 4'(1601 PRECAST 217 324 110 14' e(1681 PRECA4T 205 293 100 14'- V(176')PRES N.R. 2$4 91 15'- 4'(1841 PRESTOW2519 17-- r(2081 PRES019-4(23n PRESTRESSEA21'-4'(2561 PRESTRMIED42 22'- V(284') PRFSTREM24- O'(288PSfR9 siAFF uPt IFS LOADS FORS- PRECAST A PRE97RE3SED U4JNTtLS RIRi' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 0- 6-IT 4F6- 21 N 2- 912- u 1 aflhtT Ills- 21 I 1f U2D-- V er24- tf W34- 21 I N1l- IT WA-: 1 I 1F7t- IT M- V 3- 6' (4 PRECAST tall M5 4 Qf4 5W 41M M 15" lo5! 1 3324 4m 5363 4132 7oa1 4' d (4B') PRECAST via 230 70w sale 5323 ale uu 2333 sate 33111 taro 4s76 C- 6' (54 PRFGASf 1107 20a 2707 33n an U11 Ifof 21Ho 2707 325 4043 4711 9 5'- 4' (647 me"w1a n 1276 217e Saga 314 4522 Toll ills nee 2m6 mas San 4522 b'- 10'(707 PREd1Sf m 2s63 7107 Sale 4%2 121 03 3107 me I 4W S- r (731 PRECAST bs 1 I 2 373 3 ass 1w law 3" give, mi I nil 7'- 6' (90' PRECAST 7D I 16124nr ImSed Mt. 2Wmd 3Ue riT 1224 1124 5 1 2421 1 1027 1 3321 9'- i (1121 PRECAST 1 744 & 1133 1474 &1 Ins 216701 7sw 91 an 1313 IeU I Iles 1 2n4 1 Zile 10'- d (12n P RECJ151 5 Ile eq 1115 1411 36 2011 s3o 615 111100 Ion Ina za 1 234s 11'- 4'(13n PRECAST 04 604 ' IMM mul 1037 IV4aA 1313rA 17A 434 607 MW 1371 INS d Ins 21O IT- 0' 1447 PRECAST a4 as n4 06 R I3w 195ad 4" sso 1 64 I3n tosond Istowl 2m 13- 4' 1 PTifi ST Sol4a w0 w7 7w aM 11U uU 434. 400 1 7100 II3a 1416rd l0b4l Mid 14'- 4 1601 PRECAST 3a4 Sw 6w n4 wl 4051 t220 410 423 1 m Im 135! Isaw 1107 PRkSTRESSEO smo ell us 001 ale fid 1131 246 in a0 fw fWjd 1516 1734 CAI PRESTRESSED 14 230 313 39al 4w n6 w 6w m 1 all 1460 104 1143 1r- 4'(2081PRESTTF3.5TD i 74 t fll 1473 19'- 4' (23n PRESTRESSED 0 l 647 iQ la In 20 421 san 141 105E W 2t - 1. (258 PRESTRESSED to 142 2" m T2 302 373 w 5A7 4w ta RI sa f05 655 048 22-- O. (. PRESf 0. 412.1012 T 2R 37/ su is to Me e0 e3f of 24'- O'(2651PREWESSED 2f7 tD w7 il9 bs1 so ed A 87a n THE NUMBERS IN MENRIESIS ARE PFIICWO RE'DUCWRS MR GRADE 40 SEE DOIERAI NOTE K 18 ON SiW 3 OF l U) REED ADDED RESAR. SEE GENERAL NOTE NO. 4 ON SW 3 OF A Fawucr •• 11 PRODtIC/ R71V15Dp cw000 r.1hm3/Wb tl% Wa116A a ., < an 4b W41oAda &ildiv6 01 -0ZZi•A57 cccpav" ) 9 Joao Zo2ti a 17an 'O • C it 11CG11 utl7rc - S11F.tT 3 OF S 7zi 11FSD AI1L 1'CK{;fll 1Q.YII4i1t1ele rvn lwvlue N GENERAL NOTE NO. 4 ON SIM 3 OF 3. FttOWat• rRwmw k-"- OWL, a o2. curpAT m ./i R 1.. '\ r' SEFROL R. 83684 I••\ 19 4la'P ..1:1 TlbA•li ll•IiJ:• '-' r 1;a a aNa ai.a•,x ur,_11:•l;> rv 1 u r /1 rI.•\ 1I[a.IJ1[e[lI3l >1t36:47t1a:1aIai'11l.i:uHaIt; claltl;lfvI'n.1 tIIrci;1: rIyry:`l L:lii' r 3A ,6 DETAILS lTr r [ N[141:+ 3:t:'( F'il•1J11 I a IN 1 11' I daari - - - " !.-fA llr,[Ha:17:7J;7a'1 f.'1UI: Y/i[f - -- 6 CA= r_DAvrry I nano FAR a" DRFCASTwf v RECESS DbIDR 11UNTELS ward SAFE LOAD -POUNDS PER UNEAR FOOT TYPE LENGTH 8RU6 au4m awl 01I ow" 19w21.00 aw30 sa6-18 aw10-le W14-1 Ia11-1 a622- W7Fu W30481 1- (527 PREXXSI 1635 1749 3]'11 3210 43d 3421 S413 71f0 101 1 3691 5lo1 6e39 solo 64" 10693 4'-0(547 PRECAST 1494 13M 300 2917 3511 4949 5924 ON 179 301 643f am 71 row 5'-8' (66' PRECAST 88b Im 1716 WY M 3402 3M 1107 1 24M 4367 all so 6 m7c.Ull 5-10'(70' PAEplST 810 W 1633 IlM 2124 M49 3174 31M 1113 2712 4242 9611m 4MM NUM t3M FREQILST 727 sot 1123 3170 3041 7747 11/0 7J® 901 1 105 3120 sofa 7c75 sm loomd 7 -6- (907 PRLTAST 869 4W 24" Plc 9'o 71J9 J 75s N90 N6f 3n5 57 J11410-4 (III)7 PRECAST 411 4 099 • 15" 22D 3121 4091 b20 cs! Isss 2233 Ml 41M 659i n THE NUMM H PARE711EIESIS ARE PERCENT REWCMM FUR GRADE 49 nW ADDED REM SEE GENERAL NOTE M. 4 esumm No SAES LATERAL LOW FOR a• 13"06AW..49" upp"11 hnnn Ira lama SA PLF LENGTH TYPE 8RU6 I 8RF6 RCMU 4'-4't (521 FRICkST 758 757 1164 4'-6' (341 MAST 694 693 1073 5'-6- (on PHEW 400 407 655 51-101('70') FREM 362 381 016 6'-e (90y PREOAST 595 786 464 7'-9' (901 FAE MT 809 M. j 363 9'-r (I In PAELY45T 370 490 214 4 SEE 0Et4EAFl. NM t6 G 1cd4ddr 10 Ilda N"f.c.dor''.9°. Q' 1.atl.. d m...A+1. 1c W.I -tom pA 1 gt dAil, a0 u146am .Ti .Octma mt 13) lls sew 4ara d etrdd 6 e y14 44D 46d Ua4 1 a .bm ea9d 4 .mw.aa W ASWW Gars Or ww.l «Lh pr a (97D pd 1 i bold v.Abl.,.p, • .11 ri 4 1i 0d4 4. ii f M1i Ida1aaaduAh4a.n 90 b..d.astnw1rAmtlwcAu . g9ayq 1 y.1 dolt wd+bdL.av v.itda' Vdaa w } 6e 1d MIS 1DSAbod beq" N F c mlfl19s41 W116 b W 16i 30ApO IM IQ ro cw44dlnd Odd Ogld ad Qac w eb bed lroa ml lur 6d i c6wn c 1 Idar. 14 re Mi Yeo. d 0n% ih r. M1 ho ad Mpd nqa am 3) Rdb rd now sd d W IKft 17) La b.d .v 40.IIi7..d dw.d14 I.." 4) Tb. OrAW b pmPxb t.a.dn >d pd rebdke 1s pn! m boll 4dIi1 10d0. 14) seb b4A bond a grad dop 4••hb w M 630 wl Aa 3R aM a y p!' ;/'rialc i sil! (iJJ -6601 00 u)iL 6wdaumui4W•d aM mpialCbsA Y44c Mtd 1 14 I7'-1' ql Nye1 an6 s eme4 / I614 M400eIC2RR IYD b Y e a lai IN MI. afdN CID& the F161E Q 4w4 01Id 11d6 w 44„sed S:6rmle - O 22 1) 4n 17(41W MV b..* 41w bt W E3141sa &Fumlmmm 4) b 4! o1ee.01ift"Mdd NM* A 0. 040.c6fd 47 UM POSM496 CUM h M/ 6a4 .. damt` 1ebMml rd 1m.." 101 sA - 0.1 1" 10 ftwo rtm 4d1d'.46" 44 be bald 410. follow d W idol w6A 112' O.R r 4 -.C4 SEE SATE LW K LOAD um MR m [vim it c 13 MAR aaM SAFE UPLIFT LOADS FOR 8" PRECASTWI r RECESS DOOR U-LWTELS 09-04na SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WV - IT V10=11 am-1 6-I 11 sms- mie-rt 6a6-27 WWII ers14-2 aatb- eau- RM- 21 4,e tea! Dig 3059 37SI 4445 6110 1n 11111 2362 6 3751 4445 5149 4,-6- (, PRECAST sr7 M W2 1631 3697 4175 4943 es7 14134 2272 209 3607 427S 4#0 5. ( PRECAST slb 1 A97 2326 2054 3312 3111 03 rm I Im 2m 1 2154 mu 3111 5-10'( 70 PRECAST 456 12r7 17/ 22M WJ 3106 Im 59 1233 1 174e 1 2M I V13 3X6 2799 4i -8- ( an PREI+AAST s70 w I ISO M 2m 3m 570 1010 15M He0 1 14" 20 30 7,-e ( 9(') PRECAST e98 Im • I766 2160eg 2557m 2066 lob s11 1364 f193 216s 2517 nM 9'-6- ( 1161 PRECAST 39s 491 am 122nt mom 1e o 21s0 375 M 1072 IMI I rXI 2011 D31 M THE NUMBERS IN PARO11NESIS ARE PERCENT REOM.MS FOR CRAM 40 F1EU0 ADDED RMAR. SEE GD1ORAl NOTE NO. 4 JiUH 9Efl F12 flEYfl TYPE DESIGNATION F-MM= QW/D-Iaau" r 60Q1" a1aWi aE1i'ouOW AT F Awww" i J `'pIWOR f 61 ES flailAl ImCM IC/M R i01 PIn law MhI-IJV WAR t,% ES RD'a AT lo110D v 11oLL 4Adn' Zfl ',4µll 4t4ee MODU4:rROvI3GD KSII F6mmRON pb, , 26ZF1oDD T ADV128D qd 2 a61aPVrryletJlMFloea6 01-1. ./ CNAK4E' ARFiEVO "' "dam+Ad r.-._--:: a1 n` SEFRIERRS3554 r..T•.9a1c= 99I=lt i.t:-1 r4c tiy9rn::rsr: ,.•. ..CAST—CRETE 8" LINTEL FABRICATION DETAILS I\!J:IN il;liirl ai'1 {.YG1: :fr7t la'K;" " ti tc:c l!"y •arJ;4^lu`F In\flJffd'19: 11;f3'1 C9h1' iVL•L Ylk7 E, '"+" - : ra a I; n..rdra els. ' M IAM 1-DADE MIAMI-DADE COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMMISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) n.niamidade,eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the 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" Mgh 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 lElelmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIA tDAnEGOUNTY ,1 Expiration Date: 09/11/2018 Approval Date: 09/2V2017 Oq l Z $/Zo/'1 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 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 April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-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.F- D. KA.TERIAL CERTIFICATION: 1. Quality Systern'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. Z. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. F04612, tilled "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 lklarch 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. my A. Maker, 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 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 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 RegulatoryAffairs. 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., cert jdng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. Cffefiny' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/i 1/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 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. 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 ofRegulatory 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 Mann -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. i4akar, 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 rJ HIGH STRENGTH PRECAST ANO PRESTRESSEO CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE rSCS mium F*6ilirElIJLLOt7C rcial not] na, FZ•i[iFc;I FCa• 9Q I.LI:.L'S::arldi Ely MCI]= iLiCSi ll'l:l`J A" aaccesT tl-LINTEL DATA TABLE F im[L IiT ffi D'TLI['frLf O ase;a 1? a::ar:::.rmrr veFcn r a caa rre I`IIL7iL!^7\FF1r:ict':.{r3.a G laFL•3OA't7CC_l7 R2 IZ"-If E"7[lL' i'df•9r/!S7?'l af9i7i.7'?!1 i•1Fi tT.rl fiC"i rSfirS CL7Or:/f.\ I:/Lttfa Fa{+r,r>t s ;; a r un rasa rti. r. t- rav rra rrr, tsmuta:; a$rsr:i._::rrssYa2 J 9Mesi`*rn*T!mrljaLljrr rRCiCc17,r1 rt+ey im r t>,.! .{ ffQri rra r ess rce-a r to rr r r tine M'a rtu: rFs=v rag o rray[arawl"m KF--W UTANTMI a nrclrriu• rr,.ac rra TYPE "e TYPE 'A'_SPIM WIL ICYl1%A.]s/LY v L valse:u MpI7di lrla7 miti lp r7M1I::111f, 7 i 3i./•AS.111:If,;I lt 1'dL. yr c:aai:ara®vm no fCNJ n'a AgCr 6%::J ula r t]Ll:::.l. a'rnv[Z1.f 1 I •-11A ecrrsae;<[ryr 1>ts_arta:s uc+vets rKI= f`G Jr1CI0 F' .H T:o umf iMLL_,I.ir- IMk7iP 7.1( "lm rr/n tf cCC CIt 1~rt II f 121 drOCSi O 9q rN01f0WT rrawlror A nvVW M MIPM AFMWL 0 0 INOi0:40 A arr9m IA\7 AND COW a ¢MIOMM 01 MFMU rO eD{aDr 91r rfADf 91NrtN Comm cm-cRR 16'L m L sway 90 sm r/M fM AM MCI K IA. AIo a MfM A. L{f71O1 fTf0{f011 O AD If DNO LWU . IM 10 rMf m MN MI6 L mm 99 10M XMW 0r to 1{0A — M O0M0 *112W L %cpw 100>lGN9 r, . Mm r9 m1 ALL . cull Am M 9oI M01 0{01 W cr 9K IONIOO®0 amn rO mwu - mh 9f mmom WMA r.. fm0 ra m A v= MDAM mum... rm 90 rmum® — IMO IM UM010 L m9m1'm am M cw "a 70 f0N TO K Ma 90l 001 f /911NIO ff00 CAM CIM rr 0 MW If 60 HO9O AM aX-1" IM IDOL f' G PA PRODUCT Mism ijdi., ly41p r(th 11w Fl9IiG,• OEN '; Aai NaepmwCO&ra/ -o Zl./g PwODucrMtvLvm+ 0.4Uwe Dro /6 mNaNr1YD' I lllr PlLrida gldldW No a e a3 I j'• Q y Tt e c wry U JB f PAR PRECAST AND PRESTRESSED LINTEL DETAILS mAw fM AOON In= I rAm A3 =d l i GpvpX 4 0 udaAdc Fa4'Pj2 tarouIdAGM- iid d d • 6000 , (rc • t• I " ao . II"•wm Kf AA21- ~& ppYr5 0 M aah W kMu Md •n •idiom 4 W carded best} Mfia a'd't < y Pm e eaa G q 1n NfLlmm 6ffmfro 4 I/3 ba,a 3) Pwndb b• mwW bed a•d had Idda• 4) iM malbv in padhrb h4do w gamed rda5aa fr pda a srd added rebr. 21TWIC V Arelatiai I{Nd(,bi1 14MIN S) IS fafob:A v %V d cub amo VHO 4f1ec0oA• av Ups Cod* IbB0U00 i as ,M FbMo eA ll 4) Sbom (w Soho o rq*A 7) 4' add 15Ida b to Wd0d •/ V dimoa3ar baloAd d r deo wm arsi bdeteaa/. I fflu maI arndmw pFobdo••1 nw o au aaa cdaAws; q aim6 ui and qt aed a4ret d4-am (no as Iam al a'4 W Ora I d..f au m iv •n s- I 0 e g wrfp le.. a 1e 13) Iha •d•br avr• d 6dda h •duly t aam M ban a aod7:yyi ar aheoo aFFw b md am(q• r7pI1.oy-a 2e i afkr ar Q 4 14) . ah MMM tl r. M amtlri bod•i I q Ayk1d Ia o Wd + I pYed otoceY !ed s 14 Sda nr0ed bel 1511. auyml4 Wo WU aA aham we ada lod Lan MA bw W dsn 16) a Wet Wrdhe act drwa Ina Wo bad Imm art hnpaA Ier•Or dam 17) Sda bah+ am aAabroarad dc-ft Ida. 16) Sab bob hand an n bW 4dp 1 am QbD' adlrsV0r0 1C 67d5 fan dd ACI JIa i ehd ba. d me+aa7- bnb {IIOUJ aoora Q1a Nld Su dxtci b dfvadJlional 1/ Y Cut i t1E m FOR 6' LINTELS i RMW FOR If UNIUS or MO SAFE LOADS FOR 4" SOLID LINTELS Mr- 444am GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'-- V (481 PRECAST 959 4'- 6' (54) PRECAST 789 6'- 10'(701 PRECAST 460 6'- 8' (781 PRECAST 360 7'- 6' (001 PRECAST 260 9'- 4' (112' PRECAST 156 10'- 0(126-) PRECAST 116 12u8 4- o-o" UPuFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6' (54. PRECAST 529 258 5'- 10'(701 PRECAST 407 148 6'- 6• (78' PRECAST 360 118 7'- 6' (901 PRECAST 280 87 V- 4- (1121 PRECAST 187 55 10- 6'(12nPRECAST 152 Q 12FB 121"12 12F16 10) OR - NA bw •r1 C - •1,y 1 ••••• ii'^ • . a' • SM11y T,.,M •r .1 ti1.• n) flaQaa n1d db1 edar a Ia tamfd m w eavem d w mu wq•. . Iy^`}. .•;.. ;,ar 1 PROcut MVISMBull 6F6 6F12 8F16 •<'%• '< aaamnPlPmQp101ho FTaA4 St';1; :• • v • A No BW BulkiacCbk .•. ... ' TYPE OESICNA11aN '. h J 1 ..'1•: ri- mmlmaqu/(a-asam k 1 .ti. a ; r•; 'wrJi •. t. .•^• SDw: . 01 12F16- 28/2T moot MaliJ L•arna •AIJa f ! ';sq!'Y' .v ' .: '•W r• aotcao a', WEqwa®:. . Z '•!."':: 11ii' ' .v-r.. fl. ' .; •..`. Y =: r. rr.. fat (0 YW ® m rYama • ` ' h:14.e;:i• - isi4 ; •ti it•'1 9 w.'•.r 1r®ra • am7 +. a !' jy r• V+raw • :' 'J:'• 1v' iiN1'.i'I '•aa v ,E.'e.w •S:':{ r•:.` i 4$ 8 w yA % • G . y {' r ;• 0 • 121`28 12F24 12F20 i atvDA _ V IR PROmciFii an) Gdwi010uPoafd:-'- • T,EJ1/9'% ' =20 60 ;t .4RO G6F32 8F286F24F2s' t•,R- PEUC.NO AX sat a. CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES KM( QK1 4 agar 6j 31.alr RI Kmf: piS W14 m u P. AIM ALIMI sW1: LTA cut 3 1 0=0 a: a410 EL - aCL Im. 4056 oWOfH: NF. vau 31W I QF 3 SAFE GRAVITY LOADS FOR 8" PRECAST LLLINTELS 40m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 608 6F8-18 U12-186F16-IB070-186T24-196F26-I m-le Y-6' (42' PRECAST 2332 1 2675 3892 5050 6146 7227 8297 7 4'-0' (451 PRECAST 2025 2313 W92 5050 6146 7227 8297• 9357 4'-6' (341 PRECAST 1654 I887 303 5050 6148 7227 5297 7 Y-10'(70l PRECAST . 1067 126D 2198 3557 5734 7227 8297 M. 6'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 7 SW 7'-8' (901 PRECAST 779 883 1459 2105 3151 4524 6654 7 04 9'-4' (1121 PRECAST 564 060 IOW I 2084 2795 3731 5017 10'-8'(126' PRECAST 503 566 05 1270 1706 22M 2898 3747 1V-4'(1361 PRECAST 457 513 805 1133 1507 102 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 17H 2236 2808 13'-e(1601 PRECAST 373 417 645 895 1170 1485 1852 2295 14'-O'(1681 PRECAST 351 342 605 83S 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 285 1198 1437 THE NUMBERS IN PARENIHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 Rao ADDED REBAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFELATERALLOADS MR a- oacrurT lu 1mr9l s C-sp4m* SAFE LOAD PLF TYPE LENGTH GU8 I 6F8 RCMU 3'-C (421 PRECAST 557 1055 596 4'-0' (401 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-8' (901 PRECAST 222 367 116 9'-e (1121 PRECAST 173 352 74 10'-6'(1281 PRECAST 131 276 58 11'-4-(138') PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IY-4-(160') PRECAST l 17 223 35 14'-O'(16C) PRECAST 111 202 32 1T-4'(ZOB PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 nji SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS CwsrCw w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6-I1 02-I1[ 2715 6-IT NW -IT 6F24-IT 928-IT 6F32-IT Y-6' (421 PRECAST 102 2074 3350 3997 408 5279 4'-0' (461 PRECAST 1225 1800 57 2913 3470 4027 4553 4'-6'(541 PRECAST 1083 1592 84 2577 3069 3562 4055 5'-10'(70' PRECAST 831 1222 1600 1979 2357 2735 3114 6'-8' (751 PRECAST 723 1097 1437 m 1777 2117 2457 2797 7'-6' (901 PRECAST 648 863Do 1249 1544 N 1640 2135 to 2431 9'-4- (112-) PRECAST 573 571" M 1252 1492 1732 1972 IV-6'(1261 PRECAST 514 46200 787 w 1121aj 133IJ 1551 1756 ll'-4'(1361 PRECAST 474 404 635 14 985 1213 1442 1645 1Y-O'(1441 PRECAST 454 357 619 888 1093 1299 1506 13'-4'(160') PRECAST 402 306 516 736 906 1078 1247 14'-O'(1681 PRECAST 3N 235 475 677 832 988 1145 11-4(2061 PRECAST 253 208 3WJ 478 j 585 03 603 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PROOICr REQUn BcldirgliYCa& rEoFfalda xjDak 8 Oy of WW PRObucrR13VIS D BdW ' Hdf 160 Florida 0.( 8R(jP,Sv CRAIGPAFRNO t•``, ONALEar'`' SEzfNER UW p r FLP.EMN044755 a" oCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES r-- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS owr+rn SAFE LOAD - POUNDS PER LINEAR FOOT PE LENGTH Typo ---, 12U8 1218-I9 11F11-81 IrWa 1y20-ulIm." I A-29 12FM-71 3'-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14433 4!-T (41n PRECAST 2923 4232 WM 7619 9J52 11060 12755 14438 4'-8' (54' PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 6'-6' (78' PRECAST 13W IM 2079 4106 6421 10031 12755 7'-6- (901 PRECAST 1136 1628 2131 3218 4676 0750 9763 10=q V-4' (1121 PRECAST 795 1215 1535 2230 30834107 5523 IV- 6-(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 11'- 4-(1361 PRECAST 518 1 945 1152 1649 2210 2893 3719 1 4746 12'- O'(1441 PRECAST 455 378 1073 1513 2020 2017 3333 4205 IN- 4-(1601 PRECAST 359 707 928 1204 1709 2188 2743 3409 14'- O'(1661 PRECAST 321 7204 665 1204 1584 2017 2451 3106 I7'- 4-(2081 PRECAST NR 4514 631 881 1141t, 1428, 1750 2102 19'. 4'(2321 PRECAST NR 343 aj 477 j 700 925 1152 1380 1609 U) 111 Mamba Of FARIONEW AaE MMM REOIEMNS MR 0M 40 1EE0 M M REMA III GRNER4 NOR M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS DOOR UAINTELS Wr4m w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M ING-16 tMO-11 IN WWII 12PT12- 18826 121E 4'- 4 (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 13M 4'- 8" (54') PRECAST 2319 2740 5468 7584 9640 11669 5'- 8' (461 PRECAST 1347 1841 35M 03SS 9640 11669 V- 10'(701 PRECAST 1259 1758 3351 5954 935E 11669 6'- 8- (801 PRECAST 924 1430 2833 4415 6584 i t135791 7'-8' (90' PRECAST 703 12M V57 3494 5259 7922 9'- 8' (1151 PRECAST 389 843 1451 2137 3203 4427 1 4i"' i'-P"'j SA LOAD PLF LENGTH TYPE 12U8 12FB RCMU 3'-' ( 42' PRECAST 1 95 4841 393 4'- 0' (481 PRECAST 1295 4841 299 4'- 6' (341 PRECAST 1049 3922 2417 V- 10'(70' PRECAST 681 2547 155 8'- 6- (78 J PRECAST 579 2107 12 7'- 6- (90' PREM 474 1771 914J 9'- 4' (1121 PRECAST 355 1326 58 10'- 6'(1261PRECAST 306 1143 4540a 11'- 4' (136") PRECAST 278 1041 38 12'- O'(1441 PRECAST 260 971 34 13'- 4'(16n PF=W 229 857 278 14'- O'(16n PRECAST 216 809 251 PRESTRESSED N.R. 63 16 19'- 4'(2321 PRESTRESSED N.R. 534 130 ay. VU{UO` RVIG 10 LENGTH 4' 4' (521 PRECAST 4'- r. (641 PRECAST 5'- 8' (68' PRECAST 5'- 10'(70' PRECAST 8'- 8- (80") PRECAST 7-- 8- (2n PRECAST 9' 4" (1161 PRECAST PLF F) WE KMW 0 OMMESS ME I47SOU REOUCIION9 Mlt COOL 40 a1TO AOOIO RONL 1EE MvK WE Its 4 0- GPROENJCTRg 6dl p'"0111e FWde Sri SHEET1Of3SEEGENERALNOTES11411"- 41440Ali* SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 11T5-21 1911-2112F18-11 12T20-21 IV24-11 2F28-IT 12F31-2T 3'- 8' (421 PRECAST 2752 4287 5613 69J8 8264 9589 10915 4'- 0' On PRECAST 23M 3721 4872 6023 7174 8325 9477 4'- 6- (541 PRECAST 2113 3291 4310 5328 6347 7365 8364 V- 10-(70r) PRECAST 1623 2527 3310 4092 4875 5658 441 8'- 8' On PRECAST 1444 M. 2972 5 4373 5081 5184 7'- 8' (901 PRECAST 1267, 1767 2W3.1 3194 3806 4417 0, 5028 9'- 4- (112') PRECAST 1028 117 J087 36 4079 10'- 8'(126 PRECAST 920 947 2184 3209 385J 11'- 4'(1367 PRECAST 858 829 114041Mj 2441 290 338412'-O'(144y PRECAST 814 753 2201 2016 3W213'-4'(1601 PRECAST 678 1826 2189 2513 14'- O'(168') PRECAST 622 974 1365 1679 1"3 2309 17'- 4(208' PRECAST 444 g6331057 695964 1102 1402 1623 19'- 4'(232') PRM%ST 366 593 qj 817 1002 1187 1372 1) 1NE MAM IN PAt1D#Km AQ mmm Eau== f01t QM 40 M9 Al W RE6AR. SEE GMK NOR NS 4 SAFE UPLIFT LOADS FOR Ir PRECASTw/2" RECESS DOOR U-LINTELS 4mR-. mm I SAFE LOAD -POUNDS PER LINEAR FOOT 521 PRECAST 1626 2685 3740 4'- 8' (541 PRECAST 1558 2582 J602 5'- 8" (Gin PRECAST 1210 2042 26W J4'-4- 5- 10'(701 PRECAST 1173 1984 2769 C- 8- (501 PRECAST 1020 15M 24287'-6' 901 PRECAST 904 1226 21'I, 9;a8' (1101 PRECAST 703 j 771 a 1472e tROeCRS IN i1JWWA Af ARE F(Q W RlnMW f0l a E N 4o ta00 MMO FMPA SEE 000A WR 00. 4 447 IM( IPARRIND 0 OMCR99 SEPF cka 83594 PRODUCT' Rm3U0 DAaw i01 Uq tToAda AsZo," IMoual 03' EE0 wwCAST- CRETE 4°, 6" & 1211 LINTEL SAFE LOAD TABLES ARE RUBS M W-I4 I Wn 4m M W MAW I =L. 4TA muft NEINCIMMMOM MIAMI-DADE NITAMI-DARE COUNTY eNEWPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In 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 AM 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 Tune 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maltar, P..E., M.S. MIAM DADE COUNTY /_ NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/288017 17 Page I T- LIOZ/8Z/60 saved leeosddV ZZ0Z/iZ/s0 :a;eQ uol;ea?dx3 6I'IZ80-M 'ON VON josln.iadns uoyaaS loa;uo0;anpoaa S.w "a'd I-lunawV Xmjw dloD laalS urvySk u -qg dq rvga.i S# aof961rolf 0 PalvP ZS90ZW-#8# laodag uolloadsul palfil ao ll!N DI dag7 laalS uivg8ultaat9 Iq avgaa l,# .ioj96/IZ/,'0 PalvP 80ZIZIY-68# laodag uopoadsul pazftl.ca,71l;N 6 drop laalS wDg8uluulg Xq avgaa Y# aof96/90/£0 Palvp S086IW-68# laoday uolloadsul pat(tlaaa 111W 8 daoo laalS wDg8ultualg fq avgal S'# aof96/SO/60 pal vP 61,ZOZpV-p8# laodag uolloadsul paltlaa111W L dro, 7 laalS tuvgStgw tg q avgaa h# aof96/8Z/IO Palop ZS£99T 8S# laodag uolloadsul pay!laa3 II&V 9 dro, 7 laalS umg8ultualg fq avgaa S# -'Of96/6Z/ZO PaIDP Pf96TTY-h8# laodag uolloadsul Pat(utao 11?W S laalslaawV dq avgaa r# aof96/SZ/p0 palvP OhZ8L0-IIIZ# laodag uouoadsul padilcao 111L11 a Xuvduroo utdsuo aqL r( q pu-m-r 8uissa-qs-aid .tof S6/£I/Il PalvP S6£8-OZ# laodag uolloadsul palftl rah lliN e( uvdtuo j uldsl.ro ag•L dq puvals 8utssaals-aid aof C610Z/90 PalvP SLZ8-OZ# laodag uolloadsul patftlaaa 111fif Z IrJ0jDa0gv7luataaD alllnqooag mKopglnoS dq luauuao iof 966111ady palvp p# opg laodag uolloadsul Paffiwaa llljy r SAIOI. Lry aLILLU20 'IdRIa.L`t w 'Q yd loup and Stiwo ,<q palvas puv pau8ls ''g d 'oku and Slvao , fq pa- vda.id 'sa8vd Sb `96111111 Pal vP 'sl al ul7 goul-8 alaj0 j=D 10f suO pDl nol p0 • 'Z j ' ouu iDd Ilya,' Xq palvas pun pau8ls l ycr'out.uvd Stvao dq pa.rDda td 'sa8vd 6h£ `96/90/90 palvp 'slalu17 gout-8 alaao IsDo -rof suotlDlnolvo •r SNOLLvrmrlvo y d 'uowvH •lr•aagdo)s qDXq. palvas puv pau8ls 'L6/0EIZO P91DP 'gZOL6Z 'ox l,rodag 'salaolD.rogD7 go ryasag pallddV dq Pa.ryda-rd 'p6-6ZS-9NJSV aad 'suatuloads lalull alaaouoo (9£) fo Ivlol `slapoN pallig slalui7 ala.rouoD passa4s-aid puv isvaald uo Suusal Ivanx'ayuo laodaa lsa•L •r SIM ' iff yj ' out uvd 81vio Xq palvas puv pau8ls s8ulhtutp gloq '1 for hags 'g6/8Z/60 palvp uors:aaa 'L61 0/90 PalvP ''S"d 0ku. md S1Da3 fq pa ivdaad ;, sa1gv.L Pvo7 afvS lalull „8 alaaD ;s 3,, pally '8.L7 'oV SulnwV puv '1 fo l laags '96/80/ll PalvP I# uoistaa.t '96/LO/90 palap "Y'J 'ouUJDJ Slv o d4 pa.tvda.rd ,, sllvlaa uouvaljgD.d l alul7 „8 ala.iD-lsvD,, papy 'gay 'ojv 8ul,xv to •r SOMmvua * v IO'£ 190-90 7VAOHaaV Sf1OlAff2Id UH([Kf1(13JUI ENS alJAla(£IA'A 'i avI lysfl alaia-}sua Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre-sh-essed 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], 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 I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.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. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-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 C-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 Adiami-Dade County Department ofPermitting, 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. 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 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. At- A elmy A. Makes , P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. 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. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/282017 E-6 TYPE •A" STIRRUPS t+ TIRRUPS X M 6i 4- -8 Se" 6Ti e 7a;UO BASTIRRUPS TYPE `9t ffnRRUPS `r q t5, RRUP 0 AIIS 71•-1• O.IM 70 7 ii ttt 1"v- 7/A 0A11 11•-Y o 0 S-t 3/P 10 W-0• a.70o 011 It T/31 w 71'-1/' li o J-f0 a/ t0 7P roau ap 31 w T/37 w ts'-to• c o r-7 t/c' to A" PRFCAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE r-T Awi:rii'Ilr"( rm1-r i i.T/1 lt;{V.Yi aaftllYli L'''.71:1 17'fL`'1'1f1 J sru` 7`f':.'7 T E}C]1tdC;A F1C'iL:?F7 e1J tLJ'!P.'F?!.: V11:3,'lE]GP lJL\ t c IlC1in=ca•raaLar:•., lrT.}:r,vc:i::.t'Ic nrru C FGCi[S.Y L•^.7 1:'J• l..fR.'t UtYi:.IC].iW 4 t>• UG1 1G F CYi 4:1lS1 r cr .., Cf;4.....f F1 ii' i L 17L\Q oe ar s+t:ar r rnls r.,car•,rno rac r res[rn>uur v..,..r:r. r:rr>• OF dt w cum on -r aCt l M tYYJ {OY/ ' IN !R Mw• r'n K t nr{'P f01Y1 LA —A T[rm a m 7.15 r2.eZL T r r T Tip RlmlorOW /0oO UM a noaon FOR M0o007 ArIm01'AL tr It 1701Ecrm w OOonow U0q Alb cum a Itt700mt:m O0 collu m TIII0001 Tla mom roan onset or on-== V%L On M7 A t tract duff tt wo Sam A31M Mlt. fAMM I tWMN V. a/ FIN M ALL t[O7T t On.l Lon" i 0101/t ftt<rQ17 rvvc - 0.7t t r. 4. MOM _IMM r0[rlla D t. Una in Tom uTOO w mmuM9 7mam10 a Om= StN11W mm am rat aF m mrm m Ma m culls 70. M tIRRWt • 4 am TK lODaamm Gol WILL 31 u7 t tlmar7 tml t101 On. a tI z Wr Q MTT OQ TIm9 m ptTo OtlOWt IItT t! 1 D m Ual p rwomm u2m xmmc m Otor is tour Vmm tp 017Atm IOAM cryp - -: PAODtIt`r Q[S It9 fL a p.mnauPbw Aeughm WL4o o3.t2 0 UmrDtmp-a/6 MWFLIM 6FIF NAI.E,r1y`', ' FL P.E. LIC. K1.Mbt1 CAST— CRETE 8" LINTEL FABRICATION DETAILS m w nry 1 nnna en0 9- 00rrAQT 1 POPCTRP991513Ud-11NTIRA M-*; W SAFELOiO- POUNDS PER LINEAR FOOT TYPE LENI3TH as tlts-ae vs-te on" a 2--ts erle- ae erla- ts eas se ano- 19 alrm aril~ - le 4125- 4e mints UU- 08 i5: 1S- 0" (421 MAST 2231 3GGt 61e3 1a7 em4 I0151 300 4mis6M 10mNU 7517 G74 10o2 I07f1111109 a- 0' (48 pRECJSi 1968 15e1 2751 AW 400 MI 7634 4107 107 05 a13 75a U74 10794 110Ge 8' ( 541. PRECAST 1598 I9 Nit) 7031 3733 43M 6400 IM 2100 4373 4113 759 o71 10204 I110f 5- 4' li4 PREGLST 7ix17 t3N 143e I/3f I= 3t13 MU 420 UIQ M--w S30 7Sa 73a aM o 5'- 10' PREGST 7f082IN 1173 401 200 2541 MOB 3a0 1 2a1 4i0 0 list swaml 6'- 6' (78") PRFC7LSi 906 21 3a1 3701 a67 601t 2177 34G0 I t13o Inn r- 0' 9 PREt719T ol743I 179 203t 2la5 lit 350 l 1 ton38tr6a1 a 44719'- 4' 11x'1 PIiEGST 55t llto Ia5 23e4 340 leis 3502 1145 160 4 3407 09010- 8'(1xb'l PRECAST 15 efa 1247 2003 nn 2163 251G Ion Is3 2w3 2761 473411'- 4" 1J PRECAST J62 9Y I= 1041 24D 31V 40M( 145 I= 1840 2423 31D 40M1Y- 0• iM 1 PREGST 3A 0A 1254 II714 2153 1005 3552(7 V3 1254 10e1 2103 Wn 3Rf213'- 4" 1en PRECAST wI296l M 1073 M" I6Y WIG 2m3( t 7m ta5 1421 IBM ss10 203 14'- 0" 1611') PRECAST n22794793 1002 1329 iea 21V 2e30 1 1002 I= td7 2127 21D0 761 Sa211 1376ttG17213pl71711tfi'( 1647 PRESTRESSED NR la Ne KN Ns Ms 101 7 710 1250 pll 3 2J20 a1317'- 0(208' W3111ESSEO NR 3oG 5i s1et50 t3te mtGot o 16N01 10w19'- r(23n PRFSTRE. N,R. to III KR tat lot to I to M4m 750 IV tte: I51I 1716 21'- 0(255') PRESTRFSSEO NA fa OR to NO So 6N IIN N5t IYe 22'- d(264')PR6iRFSSED FIR. M tU ea wt F0 to 31G 370 701 IOq IffiS 1>n 24- O'(21l PtESERESSm RR. Ift to 781 F51 1s1 NI to 270 450 a4 1/4 1W2 12f3 SAFE LATERAL LOADS FOR neT A" & mEd1 cQcM IIJ IvWI A . b^ SAFE LOAD PLF TYPE 8U8 I 6F8 Rl Y- 6' (421• PRECAST 102,5 1024 15118 4'- 0' (481 PRSWT 765 763 1309 4'- 6' ,(511 PR9J15T 592 b91 1073 5'- 4' (641 FRExAST 411 745 9'- 10'(70 PRECAST40 339 016 6'- - ( 701 WAST 411 07 721 490 r- 6' (907 PRE W 2a E134 363 9'- 4' (1121 PRECAST 326 • 612 230 10'- 6'(12ir) PREGST 284 401 80 11' 4 (136' PRECItST 260 452 134 4- 0' (14411 i'lST 244 402 137 13'- 4! (1501 PRECAST 217 324 110 14'- 0'(168j PRECAST 205 293 100 14'- a (176")PRES N.R. 2114 91 15'-~'( ISO) PRUMES39 N.R. 259 83 V- 4'(2061 PRESTRESSED N.R. 194 64 18'- 4"(734') PRFSTR = N.R. 145 52 21l PRESTRESSED N.R. 125 42 2r- O'(2641PRESTRL4FA N.R. ilia 40 24'- O'(Ull PRESTRESSED N.R. 91 33 Ca 1101 It" I nAnt7 Ct1Q 11- DRRCA9TR PRMTRE99M U-1-11 L9 4" o-4.la w, SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH oFs. 1i e7e- n rt va- a 1115- ir anmi IIf20- R uw- Zr GM - IT en4- 07ROW 4f2J- 17 W3Z-ir ea1- lr 3'" 4 Pf1ECItST 21toe 4 am ms= ISO 2e67 4394 0261 1001 0' ( 48 PRECAST 11351 2705 30t0 AtS we 130 2303 30f0 3515 sm 4'^ 6' (64' PRECASC 12a YOa 27a 3373 4043 0375l2a 20a27073=1 sm 8' P 8{7 PRECAST 1011 at Wo 29Z 41122 Iola 1719 2276 26i6 On b"- 10'(701 PREGSf em tsa 203 3 4133 Ste tsa 2000 l993 J 3 S- 6' 7 PRElOAST G M 1321 r w 1l91 iGo 1321 27W 1 3251 3n2 ram' ( 901 PRECAST, 717 1 Wool 1wft 2242W 211a 31m 727 I224 IR4 1 2025 241e I 28V 332r 9'- 4 (1127 P1IEGST al 7ae 117G 1a1 1116 2 29W ml 0ri 1316 1 1643 1 Im 261a 10'- 6"(1xd') PR 'fiAST m its VA 118e 1 111ad Pasad 2011 f30 083 uwd 1472 &I imai 10m 1 2341 11'- 4'(136 PREdST a{ Goo ad 10337 1a I313 t7s 14 W 1 IN2041 1372 A Ira 11S 21a tY- 0'(1H'l PREGtiT 4" ate 714 r71 It 13a tam 470 350 I =fW DOW 151100 ISISMI 2075 13- 4' 1 PRL196T 418 3e0 607 7o Milia 137J 421. 400 1 110 W I 04 Mill 1 i/17 14'- O' 168 PRECtLST 314 355 5m 724 10% IW ad 410 as 1 m lost 1330 IMOA low 14- 4T'(176) PFROWTR M 231 334 ad al al aG Od 1131 21s J" 03 a am W I 1514A 1734 IS- 4'(1841 PNESTRE53FD 224 311 as m OAI M 2n 1054 2> D 36e 1 ate so I I40 NOW 17' 4 (2061 P1071 551A la 2a 4os t06 750 en 191 306 500 d 7/ 1 1771 IVA-( 2321PRI31RE5SED a m 341 ad 447 6a6407 747 to 253 421 era 641 A JQWW 12V OgI 21'- 1'(2$6') PRESTRESSm 142 904 301 393 ee so oS 141 132 313 337 731 A tin too bdi 22'- 0 (284' PRESTRESSED U7 117 M 442 6ie m IN 223 3S0 q Io 324 of 24'- O'(2887 PRESTRE ' 114 1 2a 311 65F W to Jill 4A I01 W7- 67G 1) THE RUM= IN PAREN01ESlY ARE PEIFCENI R63UCI10N5 FOR CM 40 SEE CDIERAL NOTE N0. 18 ON SW 3 OF 3. fill FIQo AVOID REBAR SEE ODitK NOTE N0. 4 ON &W 3 OF 3. PaGl7tic7tlr' lawEO DOCTIIIP@WFj3 •'j pµODUfTRt2V( SFA mae-O'bawtMovs-4:16 ~"°n 0-A6WFyt O% fttheRaAdo oZZ' 7•IS 4Ampawc.4AaKptace NoKaiCtsataaDateuv&DOW Da;- NERAL NOTES - SHEET 3 OF 3 DMA satwd " a o1n 47F No "A tine t Intm Not rcrp"I f uWl1 r unnuc n OEF1QtM1l NbTE NO. 4 ON SHEET 3 OF 3. n / I' wuc.rRRV1690 a. amyf 34 16al7oNL • k y * 5 • kaeflma/w a p o t R IE / . CRMBPARF@(0 CitI131rniAuA I ' 65L4CR6T9 I SWIM RMM FLPE1. I0.N0.44768 11CRETE 8" LINTEL FABRICATION DETAILS 5 carp r.RAVrrV Ines FOR Ir PRECASTw72' RECESS ObIOR U41NWLS o "— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENtafH N1118 0I6-00 e01 TAF1 IM64 ease a Oe$ e04-16 W*_tem1iN-1 wa-le e6u-I arn-le IW39- 4'-4' (52 PRECAST Ism 31% 3m0 43/0 421 403 760 lotIWt sm 9>D< 649 on 96" 4823 4'-e (541 FWAST 1494 15ee oW 2902 9W 4946 5t24 GM1730imaamgoame471laee2 5'-8' (Gan PRECAST 866 m17A 1711 2277 U39 3402 am 1117 24M I 45e7 d369 W 701E 93t1 5-ld (707 PREGLST 810 163E 100 1124 2540 3174 dlm 1113 23ma 4242 ow 7 am 6--6' (80') PfiETJLST 797 Sol I= 3120 WN 7747 e443 73W 001 ton 3120 5010 70t5 e470 I 7$ (90') PREICAST 669 1490 24W 37M 5743 7=1 6e23 7W 1410 2459 JNMN 43 I 9'-C (I In PRECAST 411 M 15a0 22W 3121 4" 714e 5" e» 150 t253 312! 6O 5W1 THE NIILIBPRS H PARWHE56 ARE PERWW RE006110N5 FOR GRADE 40 FRD ADDED REM SEE GDEK NOTE NO. 4 SIQI SAIT LATERAL LOADS FOR a• nreeraAeT ••9- beReaC noon Ili mTm A C A 3AFPLF AD LENGTH TYPE 8RU8 8RF6 Rt* 4'-•44 (5* PRECW 758 757 1164 4'-S' (54' Fit= 894 693 1073 5'-8' (6n PRECAST 400 407 655 5'-10'(70') PRLTAST 382 381 616 6'-6' (1107 PREOW 595 788 464 7--6' (in PRECAST 609 674 363 tP-8' (1161 PRMAST 370 490 214 SEE C0,1814. MOTE 13 f)1J• addle IQ a%qd% .%, tj y3• Mq adds d IM ub Y Y eMvFa tdceawl07wl1 % I l 0 Oat aM 13)1M adatr ra* , ' " ' law a r aoal dae rm aNY! al wmr gFid r seadnca dJ ar My MO ara! aril m. M a If f14 j,.b WoolAbon r :+ J%+r!.rar°i d. d du arW MIe 6M 27o tw -i°coai N6wIjtaYaan Apple/ d t S t0 0Q N Wb bd !e Mad a a61a0a aryA ftmom5,1. Inn 6w Odd 0r a N 9dr ra led Wb:rdd lad tQ rw Galu4 Wd 60b at dea m dr bW Om MINI M bW dwa e.6lGlrl l f23 r Mt^! IQ ( a rdd Wlb W *m i0G ab lad baa wd baPA k O On& h. ks ld aab( ld d MW pbh 17) id. bab W. WN.Mr d db%db bds Q O. m.6r In paeMda bdrle IM pent r.htft he via t0 60 am c6a IQ so bab Mod a n%W 4Wp vAb p 0 WO d !d 311 Alois Y-a' SSr-u pry e./b b! - d4x a IQ AOM7'aW bW16a! c a e..q,d y 4f duva U?,.d HA - esOl IN adrd anrnl. arwry Wa OgiY) da. e+ Oe1d 9r de(6ldeir: Q N emm rrA. ddkdYA . JbdtlfW /{ W W hAnr d ka9u aab !IeODUCT RFNER'eD 0a b 1r m d nYGy b Iid!° OW, tl m V4* tl$ eba FheE 7) 0a IT .ei/.e pGI r. IlUbw I•, 11113 HMes. Q Myr Ae . ate lA II ftd Icalb 149wsO. arhl6adal Ccm6 I= d agrA 14 RA - Rd add 14 Odlon Fell • efadrda Is Ma bebf d O. boo d b T.M! e.47. I/2' CAR n 5EE WE UNA LOAD WIM FOR I= ROM FOR m F10. 1 E 0ae m SAFEUPLIFT LOADS FOR S" PRECAST w12a RECESS DOOR U•LRVTELS 4-9-4a41" SAFE LOAD - POUNDS PER LINEAR FOOT 1 YPe LENGTH MAT 04- U 10. 1 ea10- 19A4-1 IRF14- 2 IS- 1 IMII- 1 11 eau- 511MI- OM- W30- 11 el m- 4'- 4°. (31' j PRECAST VU I= 23R 3359 3751 4445 6140 B00 ION JIM 3030 4731 440 5140 4'-6' (54l PRECAST w 160E 2272 2139 360E 4V5 4943 ea7 WI 2WV2 21N 360E 42" 490 S-6' (6 PREQAST m I 175E 2320 2m 330 3911 075 Ite9 170E 237D 2es4 336T 3111 5'-10'(70' MAN w 120E 174 rig D13 32N 27N 0A I= IM I 219 I A 3X5 VN 6'-B' (an PRECAST 370 M 1 19r0 20 2470 3M 570 IRO 190 1 IUD 1 248 W9 7-e' (90' PRECAST s06 742 1364 I 21e0 25T7 aem bee an'4 17p 21W 250 21, 9'-6' (116) PRO= N5 4a 9" 1221 t 2tW as bW Ian r7 261e 7331 1) THE KLIM RS N PARENTHESIS ARE PEROENT REWC110PL5 FOR WAGE 40 FIELD ADDED RM% SEE GE• ERFh K NOTE NO. 4 TYPE DESIGNATION Ir F - mm tdmltpOOWQ a / pU • IOeIYrO W N I WINY OF YaRO 8F16--18/1T alp Hm 1? Mmy H a 1- 1/f d(Me CULL V OOIR a' p 9m01 a Nam Or ta04 Um as , PRODUCTRavww a Q . 1 Iola mm NGIn.6d •r GIA mm I67N IFWW RN I I 1F N 1e mFsv : J G3;.•' EN dtaHlm* : ; 44 o i 9 F ROOM Dax 1AGOjq{R[ MRm p, ero. aINN1'oZ f7mearse °-eh0tdo 7°.jP •` CMRlPAPJWO F6 fF'•< R , \ ••` •524Cf16T9 dI 3S0iw::: 1. ` SCfR' 49R FL 95a84 as DETAILS i::F: lltacMti•I:aWEtt=•GeI Ie1IIIIIII;cr/e4rL:7: ,.,1.• I:. [eligi:Ile#• e 1 1.'itrl _fi•I.71:7:f y,-., i'':,•?I -'" `'\G;..ut;r_ i r..c:. ru; ly;i.t iRaaa w7l e;: Lvavla[t ' A CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: ) 0 - i Documented Construction Value: S 59 2-5 Job Address: 2.32.8 (31"c. G,R,t,-sc Lo-n-e Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: f) a ems, 4 !oc , 61 ,I c.(-e. r Phone: Fag: Email: Property Owner Information Name Phone: mc,rJci - l.-4 52- Street: Resident of property? : City, State Zip: Contractor Information Name R • T Street: W-401 iZ.( City, State Zip: Q-4c. cto. FC. 318ZY Name: Phone: + 2- Zy 3 - 3 Fag: Ll 014 - 2L1 o - State License No.: C t- C a Z v3 Y 2 Architect/ Engineer Information Phone: Street: Fag: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing„ signs, wells, pe 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: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maA be found in the public records of this county, and there may be additional permits required from other governmental entities such as w ter 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 requ red in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi lal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issue , 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 I ill be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Q.ocl 3 (C_t e_ 14 x Print Contactor/Agent's Name 3-t4- 2-c'1 Signature of Notary -State of Florida Date US! ON t FF 12tlt0 igusl 25, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent isy Persona Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application r" 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road www.RXIelty.com Hudson, FL 34669 VakOrlando. FL 32824kro, FL33594 •. , '• 727- 863.5486 813-661-0707 4074155. 2636 State License A CF-0O20 34R. J. KiELTY Page: 1OF Proposal No: 717-13532 PLUMBING • HEATING - COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 $5,925.00 We Proposeherebytofurnishmaterialandlabor - complete In accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days Ali materials guaranteed to be as specified. An work to be completed in a workman into manner according to standard practices. Arty alteration or deviation from specifications below Involving extra costa will be ad only upon written orders. and will become an extra charge over and above the estimate. All fire toma agreements contingent upon sbikes, accidents beyond our control. Ovmer to to, and necessary Insurance. Our workers are fI covered by worker's compensation tnsur AUTHORIZED SIGNATURE: THIS PROPO L MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DN We hereby submit specs Ions and estimates for: Master Bath Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve I ShowerIToilet Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moen Chateau 64925 Chrome Faucet 1 Lov2ndBath Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 TubGerberMaxwell 21-912 1.25 While Elongated 1 ToiletByBuilder With Moen Chateau 54925 Chrome Faucet I LavKitchenI Sink By Builder i Faucet Moen Integra 67315 Chrome I Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilnng Included For Sewer 8 water Only (Slab Bacidilling By Others) Baddlow Prevenlers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 4W Sewer Allowance; Additional $12 per foot 4a Water Allowance: Additional $3 par foot Applies to any direct corriract between an owner contractor (RJK) - Notice of Lien Laws - Fkrrida Statutes 713.001.713.37, Acceptance of Proposal - Thi above prices, specifications and conditions am satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlidays, above. I taps to pay than reasonable abl feetorwq teascourt couch a costs In the eevent oflegal action. A extra charge. monthly service charge of 1 112% will be added after per SIGNED: I nIt Jl4 DATE OF ACCEPTANCE d PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 CITY OF 11Building & Fire Prevention I siton SANFORD l o O b PERMIT APPLICATION 111tc r>I I nitrrat :T - Application No: 000 Documented Construction Value: $ 51,000 Job Address: 2328 Blue Grouse Lane Historic District: Yes[--]NoRl Parcel ID: 17-20-31-502-0000-0520 Residential2l 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 Brandon Gibbs Plan Review Contact Person: Title: Director 407-630-0119 Email: brandon.gibbs@reedcm.com Phone: Fax: Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip. Lake Mary, FL 32746 Property Owner Information Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: 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 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 hasconstruction commenced prior to the issuance of a permit and that all work will be performed to meet standards of alumbinaws egsigntsgwells pools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, p g, g 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: 61b Edition (2017) Florida Building Code Permit Application Revised: January 1, 2018 G.7 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 ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 OwnedAgent Data Print Owner/Ageat's Name Signature of Notary -State of Florida Date ram p cal s/) ieI go-1-s" signature of Contractor/Agent Lfa.ncaon ib h3 Print ContractodAgent's Name Signature ofNo ofFlorida ate Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. 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: ENGINEERING: CO1VIIVlENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: January 1, 2018 CITY OF IFS,kNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 4344.00 Job Address: 2328 Blue Grouse Historic District: Yes No171 Parcel ID: 17-20-31-502-0000-0520 Residential Commercial Type of Work: New Addition Alteration[] Repair[] Demo Change of Use Move Description of Work: HVAC New construction equipment with duct work. Plan Review Contact Person: Connie Kulp Title: Exec Admin Phone: 407-886-3729 Fax: 407-781-1654 Email: connie@energyair.com Property Owner Information Name Starlight Homes / AWH Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-781-1654 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 6i1 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A / . (; A3 Sil; a ure of Contractor/Agent Date j c . ew,1,0. Prin Contractor/Agent's Name R.. lm Notary Public Stets of Florida Connie Lee Kulp C- My COmmnnllOn GO 145696 lan Expves 10/2012021 A ON ON P4 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 Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes NO UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January I, 2018 Permit Application WORK ORDER L. 12wcc11 nate. 1/25/2018 JVV 145945 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 052 2328 Blue GrouseADDRESS: CITY/STATE/ZIP: 1064 Greenwood Lake Mary, FL Blvd Ste 124 32746 Job Address: City / State / Zip Sanford IFL 32773 1769 SModel/Bld : Order Taken By: Job Contact: Equipment Brand: A/H-1 or Furnace Carrier 14 Seer Heat Pum FB4CNP030L00 R-410a A/H-2 or Furnace Job Phone: Heater or Coil CE2401 C05 Heater or Coil Date Requested: Date Required: CU-1 T'Stat: Filter Base AHU Location CH14NBO3000G TH6220D1002 N/A 1 st FI Int Closet CU-2 T'Stat: Filter Base y. AHU Location'-' k. Permit Information: Efficient 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# Township: CU-3 T'Stat: CU-4 T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Y6150A1017 Qty 1EAlPullsPermit: Builder calls inspection: Zone Kit #1 ZD1 EAI calls inspection: Zone Kit #2 Thermostats ZD2 ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Grs.Stamped Stl. Grs.Stamped Returns Grs.White S/A Adj. Grs. R/A White Alum Qty Yes 12 X 6 X 1 X No Flue Pipe: Filter Base X Mery 8 Filter Elect. Air Cl. Qty. Yes No X X X X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 1.54 19.40 Rou hin 2 137.00 21.33 319.9504-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2,137.00 14-Kitchen Vent Trim 1,048.8702-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.17 14.77011-Delivery Labor 20-Pull Material Labor 2.34 29.55 Total Contract: 4,344.00 2.50 42.5012-Startup Labor CITY OF irSikNFORD riitr: nF1'nitrahEnT Building & Fire Prevention A1019iton PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 2328 Blue Grouse Lane Historic District: Yes[]No ] Parcel ID: 17-20-31-502-0000-0520 Residential o Commercial Type of Work: New 1 AdditionD Alteration Repair Demo Change of UseE] 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 Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State zip: Lake Mary, FL 32746 Property Owner Information Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: 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 B SITE BEFORE THE FIRST INSPECTION. IF YOUTEND TO OBTAINRECORDEDAPOSTEDONTHEJyOUROLENDERORANATTORNYBEFORERECORDINGNYOURNOTICEOF FINANCING, CONSULT COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hasllbeedtomeet construction commenced prior to the issuance of a understand that rt and that all work separate permit mast be secured for electrical work, plumbing, ndards of all laws signsgwells pools, in this jurisdiction. furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Permit Application Revised: January 1.2018 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 Lieu 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 ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 wltb all applicable laws regulating construction and zoning. signature of OwncdAgent Data Print OwnedAgant's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 15 a cal sl1 s' Hr. signature of Contrator/Ageat ate rt;.nc iun C bhs Print ContractodAgent's Name s Signature of No ofFlorida ate Contractor/Agent is X Personally Known to Me or Produced ID Type; of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTEWATER: Permit Application Revised: January 1, 2018 elm 4 ems%2@ tyr,a.Q CTM, U MULHERN+KULP residential structural engineering 20 South Maple Speet. Suite 150 • A nblei. PA 19002 p 215.645.8001 - muthernkulp.com June 29, 2018 Sarah Woolwine STARLIGHT HOMES - ORLANDO 1064 Greenwood Blvd., Suite 124 Lake Mary, FL 32746 Subject: Wyndham Preserve/Brisson East Community Response to failed lintel inspections M&K Project Number 181-17004 (20/73) Sarah: It has been brought to our attention that multiple lots have failed lintel inspections due to deviations from the structural drawings concerning continuous masonry lintels over adjacent windows with (1) 8" reinforced masonry cell between. It is our understanding that in lieu of continuous lintels, single span lintels have been installed over each window. Pursuant to your request we offer the following. It is an acceptable alternative to install individual masonry lintels in place of continuous lintels as specified on the structural drawings provided each lintel has a minimum bearing of 4 inches (nominal) at each end. This is acceptable for all lots in the Wyndham Preserve/Brisson East Community. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, MULHERN + KULP STRUCTURAL ENGIk*1QWCI James G. Principal v , STATE O tti cIORVDP'-" AIAL 0\ YT. Smith, P.E. Staff Engineer P.K&W A erl rI r - SrVf#uttCkV17l1XW-1*-b-PA-- &usm FWK4Lolsal<zs-il+reuerLhW td&I VI"649- tyrdrirmPrams 6rtrrav far • thrdWXCV. &.*a ENVIRONMENTS FOR r pal 7 SITE ID: 30057 LOT: 62 BLOCK MOUSE 2726 STREET: BLUE GROUSE LN CITY: SANFORD STATE FL OR 32771 COUNTY: ACCOUNT OOOSTAK BUILDER: STARLIGHT HOMES BUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 101111/1017 PROGRAM: HER61100% TESTER: EFL IECC: 20W CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 2726 BLUE GROUSE IN, SANFORD, FL WTI TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rove0e DATE: 111140116 Toobr I Dave Revelle NO ATTIC INSULATION TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panty ifully goaketed and insulated x 5.2 Altrc drop -do" Stab(fully osketed and insulated x 5.4 Recessed Lighting Fkturos (ICAT labeled and waled to drf4woM x 5.5 Wholeatouse Fen insulated gasketed to the opening x 7.7 Fresh ab venW&Wn installed per program specs X Blower Dow BD Tar SO ACWaI Room Pressure Toot BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOWME CU. PROGRAM SHELL CODE SHELL S 160 WA 16,e51 0 0 PROGRAM CFM 50 CODE CFM 60 PROGRAM ACM 50 CODE ACH 50 PROGRAM of SARI CODE 01 Shell 0 1,919 7 1,560 5.69 Malw O Mot Bdrm 0 Bdmt 2 0 UM31 0 Bdrm e 1 0 Rm t 1 0 RM31 0 1 OOnr 1 0 BMn a 0 Rm i 0 CO collectors ErwW SW OuaOMd s7 EBldom P 7 x 60 or Of Mw@Wnd Lights Must Be CFL Or LED x Low Flow FwwL, ToOM Stole x Thorne id? x CWWM Green Program Loves Rep *w Vbual Inopedbn 1 " low m Ibm LooOon Manulsc6arer Harm Model 01 Model02 mom 110 MOW 04 SYSTEM I WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM 1 FURNACE SYSTEM I HVAC OUTDOOR OUTSIDE CARRIER CH14NO030 SYSTEM 1 HVAC INDOOR COIL SYSTEM HVAC AMU (MEAT PUMP INTERIOR CARRIER F84CNP070 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (MEAT PUMP SYSTEM 7 FURNACE SYSTEM 7 HVAC OUTDOOR UNIT SYSTEM 7 HVAC INDOOR COIL SYSTEM 7 HVAC AMU (HEAT PUMP SYSTEM • FURNACE SYSTEM MVAC OUTDOOR UNIT SYSTEM a HVAC INDOOR COIL SYSTEM a HVAC AMU (MEAT PUMP BUILDING SPECIFICATIONS BUILDINO CMARACMISTICB AS DESIGN • VALUES AS BUILT • VALUES COLIMMENT a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA I NA ABOVE GRADE WALLS (REM) NA INA DUCT SUPPLY R•VALUE (REM) INA INA DUCT RETURN R•VALUE REM NA INA TEST: SLOWER DOOR RESULT: PASS TESTER: OM Rove% DATE: 11/tY2018 7771 BUILDING SPECIFICATIONS BLIILDI CNARACTER PROGRAMMABLE THERMOSTATS (PRIF) AS N- . ES ASBUIL VALUER YES ' ' COMMMENT WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY Q LOCATION PRI INFILTRATION MOUSE LKG ACM REM NA .• •J . H : 5.59 CI : 5.59 ACH 50 Pauds FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL A REM NA NA VENTILATION FLOW REOUIRED REM NA NA VENTILATION EOUIP. RATED CFM REM NA NA VENTILATION • OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - MRSlDAYSPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRI INTERIOR % OF CFVS PRI INTERIOR % OF LED'S PRI INTERIOR % PIN -BASED PRI EXTERIOR FIXTURES % CFLS PRIF) EXTERIOR FIXTURES % LEDS PRI GARAGE FIXTURES % OF CFVS PRIF GARAGE FIXTURES % OF LEGS PRI DISHWASHER PRI REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRI SLABAREA PRI SUB DEPTH PRI SLAB FULL PERIMETER (PRI SLAB GRADE PRIF FLOW RING PRI HEATING REM NA INA COOLING REM NA INA AIR -SOURCE MP REM NA INA WATER HEATING REM NA INA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 80 FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET TEST: DUCT BLASTER RESULT: PASS TESTER: Dm RwaN DATE: 1111412016 71 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 95 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM23) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM / TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL IMICFA)ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYBTE 12 DUCT LEAKAGE TO OUTSIDE CFM20 ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL IMICFA)ACTUAL SYSTEM 3 80 FT. SERVED (CFA) TEST. DUCTSMBTER RESULT: PASS TESTER: DmRmWb DATE: 11114=1e SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE 0 SYSTEM a DUCT LEAKAGE TO OUTSIDE CFM4S) TARGET (CFM2S) ACTUAL (% OF CFA) ACTUAL SYSTEM S TOTAL DUCT LEAKAGE SYSTEM S TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEW" (% OF CFM25) TARGET in (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 80 FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 1= SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM2S) ACTUAL (% OF CFI) ACTUAL BYBTEM 4 TOTAL DUCT LEAKAGE JSYBTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA)ACTUAL BUILDING SPECIFICATIONS B IDESIGHMNALRU EB BUI - UES COMMM DUCT LEAKAGE TO OUTSIDE REM A 0.. a CF,M25 EA TOTAL DUCT LEAKAGE REM NA 0.12 M2CFFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2328 Blue Grouse Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2328 Blue Grouse Ln (Lot 52) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: 16451 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pe 1560 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pe 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1560 ELA: 86 EgLA: 203 ACH. 5.69 SLA: .05 ACH(50) ' : 5.69 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(Q, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.11.14 10:40:08 EST rl , n /y Home S e Revelle, , TopBuild w/ Home Services, OU, EMAI LADDR ESS=dave.revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 11/14/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for agowinp TopBuild the opportunity to provide the above services for you. Please feel free to contact me mth any Questions. 10/25/2017 393053EFL 91 I I W In! -!II;IIIt.IC11f1:11Gfin :;u7.Ilf?*j!fl;lll'Lj!rf!fl1;:jJialfI%, ar1, 1r«0a.f• n1me Servec W ."" T r. llI lll;.:!rftlll'.::.II11III ::,Iii1111;:111:11f1t ;JLt" I Jet Stream® Ultra -Blowing Wool Insulation kKA I 1 l Attic and Cavity WWard 4:pO dime f'o mve e,erq {i Batts and Blankets Equipment Required When installed in accordance with the manufacturer's It Is recommended that a pneumatic blowing machine and a corrugated hose with a minimum Y.' internal corrugation, a minimum length recommendations, Knauf Insulation bails and blankets wig of 15V Coils in the hose should not be less than 36' in diameter. Acceptable material feed rate is 5-35 lbs/minute. Recommended feed provide the full R-value. rate is 15-25 lbs/minute. R-Value' Minimum Thickness To obtain an Insulation resistance R-volue) of: Installed insulation should not be less than: R49 13.75' R-38HD 10.25' R-38 12.00' R-30HD 8.25' R-30 10.00, R-26 9.00' R-22 6.50' R-21HD 5.50, R-19 6.25"' R-15HD 3.50' R-13 3.50' R-11 3.50' R-8 2.50' R-te In a 5.5' a". Conforms b ASTM C 665 and Federal Spea6w0on HH-1-521F Framing Adjustment To compensate for framing members, the number of begs per 1,000 sq R of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MSF 16, O.C. Framing Bags/MSF 24' O.C. Framing R-60 2x4 29.2 29.4 2x6 28.9 29.1 2x8 28.6 28.9 R-49 2x4 23.0 23.2 2x6 22.7 22.9 2x8 22.4 22.7 R-44 2x4 20.4 20.6 2x6 20.1 20.3 2x8 19.8 20.1 R-38 20 1 17.3 17.4 2x6 17.0 17.2 2x8 16.7 17.0 R-30 2x4 13.2 13.3 2x6 12.9 13.1 2x8 12.6 12.9 R-26 2x4 11.3 11.4 2x6 11.0 11.2 2x8 10.8 11.0 R-22 20 9.3 9.5 2x6 9.1 9.3 2x8 8.8 9.1 R-19 2x4 7.9 8.1 2x6 7.7 7.9 2x8 7.4 7.7 R-13 20 5.3 5.4 2x6 5.0 5.2 2x8 4.8 5.0 ER-1l 20 4.3 4.4 2x6 4.1 4.3 2x8 1 3.8 4.1 Nou« Gassr.ouum owo. Kiwi halm., 9w eJe...dmxF. I ..e..° N eoM ad,. Ut Erwh..e...+drd r b. I.•rM,hrd. rw mR "Fk" r.we V_,m r7xrloc.,xrk.x.. rti.p..T Fn.d....... JW a a [e..mww. GETNG AW rend" iwIw,h. kd Wd. k_ .hW_.bd.1%pedir/rep•. F. , rear. hd..r.,, AW.1.Wo. Thermal Performance (Sidewall and Attic Application) The stated thermal resistance (R-value) is provided by installing in accordance with the nfanufacturer's instructions. Failure to install the required number of bags per 1,00D square feet and exceeding the maximum square feet of coverage per bag as recommended by the label will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 lbs., Minimum 31 Ibs. R- Value' Bags per 1000 SF Maximum Net Minimum To obtain an The number of bags Coverage per Bag Weight per SF Cavity Insulation per 1,000 square feet Contents of this bag The weight per square fact installed insulation Framing Depth resistance of: Density of not area should not be less than: should not cover more than: of should not be less than: 2' x 4' 3.50' R-15 1.8 lbsJcu. it. 16.4 bags 61.0 sq. If. 0.525 lbs. 2' x 6' 5.50' R-23 1.8 lbsJcu. ft. 25.8 bags 38A sq. ft. 0.825 lbs. 2' x 8' 7.25' R-31 1.8 lbs./cu. ft. 34.0 bags 29.4 sq. ft. 1,088 lbs. 2' x 10' 9,25' R-39 1.8 IbsJcu. R 43A bags 23.1 sq. It. 1.388 lbs. R means resistance to heat lbw The higher tlM It -value, the greater the boulalup power. To get tlw marked R-vokm x Is e3sential00 Orb I n fiation be Installed prop". Open Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R- Value* To obtain an Insulation resistance ( R-Voluo) of: Bags/ 1, 000 SF The number of bags/ 1, 000 SF of not area should not be less than: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The welghvSF of installed insulation should not be toss than Initial Installed Thickness Installed Insulation should not be less than: Minimum Settled Thickness" Contents of this bag should not cover more than: R- 60 29.7 33.6 SF 952 lbs. 19.750' 19.750' R49 23.5 42.5 SF 753 lbs. 16.375' 16.375' R- 44 20.9 47.8 SF 670 lbs. 14.875' 14.875' R- 38 17.8 56.2 SF 569 lbs. 13.000' 13.000' R- 30 13.6 73.3 SF 437 Ibs. 3 h 10.375' R- 26 11.8 85.0 SF 377 Ibs. 25' 9.125' R- 22 9.8 102.2 SF 313 lbs. 7.750' 7,750' R- 19 8.4 119.3 SF 268lbs. 6.750' 6.750' R- 13 5.7 175.3 SF 183 lbs. 4.750' 4,750' R- 11 4.7 i 210.8 SF 152lbs. 4.000' 4.000' Bop net vsls/l-Owrk r 72 b, hadaen 31 for l: omw erd madam dda we delernrad U" a wbMam!' B bbeiq nddiime n eiid pr cost 17 pee oprr¢ LO pd a paws es/ 110 d 7 idendymruprled how. ThapadCOenleno bee PW%RnMMWFW,4001STMC7P.Typotend or- Felledspedlldem MKIg=,Typet Cba B.Rndrisen detrnrad nswwdwm.0Ce0redC51B Wmuwrabirabhad lbwTheNow Via R.*^eMFaMMewdasrippowTogoee.WWR.".ebmenderdOft alatwnberleledproperlyayoudoayorrdr,pdrweua Ims ed W. ewn eddy. Mbudbm do rots mMb to pwkW. Badm7bN eery fryer selbp Wdy,er pedde0 sederwe vwa201wpwbd wwAbe1pnord afar.ThemowsdseaaebewmayrdWdwt Thw*mse IrelI rdesead Vtl reseWNdrM'am Vd*111 mberepared eedmrerkdurbA Builder's Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistance of .. . R-Value Thickness Attic Area R- at ches Sloped Ceilings R- at Inches Walls R- at Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed "' • Blown insulation has been inslalltd in conformance with the above relbmm R. using ag of this insulation to cover at a minimum thickness of ches. da$o to provide an R-value of uare feet of area bnlilationconff git)p I G Company Date Home Builder (signabre) Company Date The coverage information on this Attic/Sidewall card applies to the entire United States (including Minnesota). www.knaulinsulation.us Knauf Insulation, Inc. One Knauf Drive, Shelbyville, IN 46176 Tel: (800) 825-4434 exi 8300 FAX: (317) 398-3675 0 2015 Knauf Insulation, Inc. RESNET Home Energy Rating Standard Disclosure For home located at Lot 52 2328 Blue Grouse Ln, Sanford, FL 32771 Cityr Sanford 1. XD The Rater or Raters employer is receiving a fee for providing the rating on this home. State: FL 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X 11 D. Training for sales or construction personnel E. Other (specify below) 3. n The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: Installed In this home by: OR 1s In the business ot: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Morigage_lndustry_National HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name ; J Raters Signature RESNET #: 4311088 Certification # November 14, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 393053EFL