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2425 Waxwing Way 178-975; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 28, 2018 . 0=1 - BUILDING APPLICATION #: 18-10000156 BUILDING PERMIT NUMBER: 18-10000156 UNIT ADDRESS: WAXWING WAY 2425 LOT 165 17-20-31-502-0000-1650 TRAFFIC ZONE:022 JURISDICTION: Q\ SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2425 WVE %NSFRAY / LOT 165 / WYNDHAM PRESFEEBENEFITRATEUNITCALCUNITTOTALDUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing N/A 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS nESCUE ily Housing 00 1.000 dwl unit 00 FIRER 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PAR 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE 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 SOP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I A 1}' CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 1 9 1018 PERMIT APPLICATION Application No: g S Documented Construction Value: S 04AIAko 27-I S3$ .t7p Job Address: historic District: Yes No Parcel ID: 17-20-31-502-0000-tw5p Wyndham Preserve Lot 1%05 Residential ® Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA 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 Shall 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 Pem it 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 Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date - Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name A-u-1 Q Signature of NotaryYe of Fl%%ne Mangel Date N'' O"'Tr A, RY PUBLIC STATE OF FLORIDA Comm# GG113111 ONCE 1 ires 6/21/2021 Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building (g Electrical Er Mechanical a Plumbingo Gas Roof Construction Type: Jf> Occupancy Use: WS. Flood Zone: 'K-S c-e 9_ C ftp Total Sq Ft of Bldg: Zl%5 Min. Occupancy Load: New Construction: Electric - # of Amps• ISO Fire Sprinkler Permit: Yes No ff # of Heads APPROVALS: ZONING 3110 16 UTILITIES: COMMENTS: ENGINEERING: µt 4 3 -1 ''8 FIRE: Ok to construct single family home withsetbacksandimperviousareashownonplan, 3-. 3•% , I( o 05 Et'I dea vor_ T, Gl_ I of Stories: 2- Plumbing - # of Fixtures 1-7 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: % 7 S • XT-1$ Revised: June 30, 2015 . _ . _ . _ _ _ _. Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 2 1 2018 PERMIT APPLICATION L _ 7ApplicationNo: Documented Construction Value: S. 1 1 3, Lac Job Address:'`fa s LQa x winos LQOW', Historic District: Yes No Parcel ID: 17-20-31-502-0000-1%&50 Wyndham Preserve Lot IDS Residential [2 Commercial Type of -Work -New A-dd li E1—Xl erlafion —Repair E]-Demo 0 Change of se El— -Move 0 Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: Arch itect/Eng 1 neer Information No CGC1522347 Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: 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 HWPROVEMENTS 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 Shall be inscribed with the date of application and the code io effect as of that date: 5i1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application S 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 ofthis 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 Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date - Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name A-M-1 Q Sign aureofNotaryotY ofFl%ftyne Mangel Date NOTARY PUBLIC t - STATE OF FLORIDA k, 2 Comm# GG113111 E 19 F pires 6/21/2021 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: IMin. Occupancy Load: New Construction: Electric -. # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories' Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: / 0 Z--Z/ WASTE WATER: FIRE: BUILDING: Revised: June 30,2015 _ .. . .. ... . _ ____. __.___... . . _. P.ennit.Application ..... REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Fonnboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MY, ME Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 11.1 t... 2? Ar Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 r RJ1s7 b-4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2425 waxwing way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1650 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„CA S 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 M 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# 18-975 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 g YR- DLandscaping in Right -of -Way www.santordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or 0 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-fty. All requested information below as well as a current survey, site plan or plat clearly identifying the nceo,r.n rsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbetoreywdtg. 1. Project Location/Address: -=-tL+A6 LJQ q. -A L..Z %0:;e. l J q r, r1 ,D.zj y EL- a 13 2. Proposed Activity: D Driveway X Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is sub ed by: Property Owner: Signature: Print Name: f'T—\ICJ ,0g_I Address: 1064 Gre nwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-047-0700 Email: Shay o•"'angeWW'amtio'ne:-- Date: aria -i Maintenance Responsibilitieslindemnification 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-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. 1 have read understand the above statement and by signing this application 1 agree to its terms. Signature: Date: a• aO —i 8 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: movemoer zoi 5 ROW Use Driveway.pdr THIS INSTRUMENT PREPARED BY: Amy LQ-C y 1111111111111111111111111111111111111111 Name: Starlight Homes Florida, LLC GRANT MALOY, SEMINOLE COUNTYAddress: 1064 Greenwood Blvd Suite 124 CLERK OF CIRCUIT COURT & COMPTROLLERLakeMarv. FL 32746 BK 9079 P9 281 (IP9s) CLERK'S : 2018020045 NOTICE OF COMMENCEMENT RECORDED 02/21/2013 11:55:21 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000-1 b50 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve. PB 81 Pgs 93-102. Lot 1 LOS Address: a.L}-a5 W axw. UVwr., in 39.'I 13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder ('d other than owner) Name. NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the 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 date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under p onil perjury, I declare that 1 have read the foregoing and that the facts stated in it are true bnowledge and belief. t'Y1\C'hGLe1 1' c-tr 4. Owners Signature Owner's Printed Name Flodda Statute 713.13(1)(9): ' The owner must sign the notice or commenoement and no one else may be permilted to sign In his or her stead State Of County 7 I' 101- of The foregoing Instrument was acknowledged before me this day of 20 by 1 1 I IC, ('X- .Who is personally known to me Name of person making statement ry OR who has produced Identification type of Identification produced: V Shayne MangelNOTARY apJCLSTATE PUBLIC Q OF FLORIDAComm#GG113111V.5 Notary Signature t; Expires 6/21/2021 ca JO LEMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: --- :;),- ')-0 t % I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: a as ul Q xis, twC-,, Zt)kv\-" - T:i-. 3a-1 3 fghlezt Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this L5day of rCq 200, by Robert WHIPAS who is rsonally known to me or o who has pro aced as identification and who did (did not) take an oath. Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA smtGG113111 ONCE 1Expires 6/21/2021 Rev. 08.12) e— 1 Print or tW a name Notary Public - State of Commission No. My Commission Expires: REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: ak • az—1 Project Name:LU&nd hnrr rtServc, project Address: q xwIli1a t M Uyn..1 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includingattorney'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. ael ocLt Print 1 Owner/Tenant Signature o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print am of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # cOft &5lev-6-00k Print Name of El. Contractor Signature of El. Contractor El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 165 - 1605 TL Builder Name: Starlight Homes Street: 2425 Waxwing Way Permit Office: Seminole County State, Zip: Sanford, FL , 32773 Permit Number:#' 9 5Owner: USANFORDCity, i Y' p Design Location: FL, Santo v Jurisdiction: p County:: Sminole Climate Zone 2Florida 1. New construction or existing New (From Plans) 9. Wall Types(2222.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=13.0 1026.60 ft' b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft' 4. Number of Bedrooms 3 d. NIA R= ft: 5. Is this a worst case? No 10. Ceiling Types (987.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft 6. Conditioned floor area above grade (ft') 1605 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft° 7. Windows(132.3 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 a. U-Factor: Dbl, U=0.34 132.27 ft' SHGC: SHGC=0.26 b. U-Factor. N/A ft° 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEERA4.00 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: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (987.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft2 b. Conservation features b. Floor over Garage R=19.0 335.00 ft7 None c. N/A R= ft= 15. Credits None Glass/Floor Area: 0.082 Total Proposed Modified Loads: 50.39 PASSTotalBaselineLoads: 52.78 1 hereby certify that the plans and specifications covered by Review of the plans and oliE STgT this calculation are in compliance with the Florida Energy specifications covered by this 0,,.. ' Code. calculation indicates compliance Florida Energy Code. p.. y with the a,,,,°•' PREPAREp ¢-,- - Before construction is completed DATE: ! f this building will be inspected for I c a compliance with Section 553.908 tr I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Enerq%Code. COp mwwt., 0 OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: 7 • '1'1 IQ 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 On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 4:13 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 165 - 1605 TL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1605 Lot*' - • 1 165 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2425 Waxwing Way Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1605 13782.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 652 6063.6 Yes 4 0 1 Yes Yes Yes 2 Floor 2 953 7719.3 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 89.5 R 0 652 R' 0 0 1 2 Floor over Garage Floor 2 ---- ---- 335 ft= 19 0 0 1 ROOF Roof Gable Roof Solar SA Emit[ Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1104 fi' 0 R' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 987 ft' N N 1/19/2018 4:13 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown •• 987'ft' 0.1 Wood WALLS Adjacent Space Cavily Width Height Sheathing Framing Solar Below S Qrnt To -WAIL type R 1211tP Ft In Ft In Area R-VA1,,P Frljon AhsorGrade%_ 1 E Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 18 9 9 5 176.6 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 35 6 9 5 334.3 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 37 6 9 5 353.1 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 N Wood Floor 1 None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 3 None Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 2 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 S 8 Vinyl Low-E Double Yes 0.34 0.26 N 19.3 fl' 1 ft 0 in 11 ft0 in None None 4 S 8 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 11 ft0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft0 in 11 ft0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 406 ft' 406 ft' 64 ft 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) . 000382 1608 88.28 166.02 3433 7 1/19/2018 4:13 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 11 Electric Heat Pump/ Split HSPF:8.2 30 kBttXhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type 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 Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None fl' DUCTS V # Supply --- Location R-Value Area Return ---- Air Location Area Leakage Type Handler CFM 25 CFM25 TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 321 ft' Floor 2 80.25 ft Prop. Leak Free Floor 2 cfm 48.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: N Cool in Jan Feb Mar Venting Jan Feb Mar Ceiling Fans: A r Ma X Jun rl Jul X Au X Apr May Jun JulAug Jun Jul Aug X] Se [ SepL_ Sep l l Ocl Nov OOct Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) Cooling ( WEH) Heating ( WD) Heating ( WEH) AM 78 PM 80 AM 78 PM 80 AM 65 PM 68 AM 65 PM 68 78 78 80 80 78 78 80 80 65 65 68 68 65 65 68 68 78 78 78 78 80 78 78 78 78 78 78 78 80 78 78 78 65 65 65 65 68 68 68 68 65 65 65 65 68 68 68 68 78 80 78 78 78 80 78 78 68 68 68 68 68 68 68 68 80 80 78 78 80 80 78 78 68 68 68 68 68 68 68 68 80 78 80 78 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 38 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 19/2018 4:13 PM EnergyGaugeO 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A 2425 Waxwing Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1026.60 ft' b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 987.00 ft' 1605 b. N/A R= ft' Area c. N/A R= ft' 132.27 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R=19.0 R= ft' 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.260 Area 14. Hot water systems 652.00 ft' a. Electric 335.00 ft' ft' b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ 11 l Date: Vigil 9 Address of New Home:: a.s City/FL Zip: FL kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 None o4THE sr,T o f WE 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. 1/19/2018 4:14 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA IF TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA w .• M t ••J LM1rrl rr: .1 Project Name: Lot 165 - 1605 TL Builder Name: Starlight Homes Street: 2425 Waxwing Way Permit Office: Seminole County City, State. Zip: Sanford, FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soft the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pipono and w*rona. 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 seated in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ce9linas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 4:14 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION., Envelope Leakage Test Report Performance Method V , Project Name: Lot 165 - 1605 TL Builder Name: Starlight Homes Street: 2425 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1605 sq.ft. Cond. Volume: 13783 cu ft. Envelope Leakage Test Results Regression Data: C: rl Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(9, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: tiO4T14E ST,gl O rni .'•• 'is p wu max•• '>...' r ; wa cD0 WE 1/19/2018 4:14 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BU.IL-DING- CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 165 - 1605 TL Builder Name: Starlight Homes Street: 2425 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Gut) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1605 House Duct Total Conditioned Floor Area) System On,out)' Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: Gov SOCew+ 1/19/2018 4:14 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 l wrightsoft• Project Summary Enure House Energy Air, Inc 5401 Energy Air, 01, Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner(denergyaircom Web: www.energyaircom For: Lot 165 - 1605 TL, Starlight Homes 2425 Waxwing Way, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 14446 Btuh Ducts 2243 Btuh Central vent (38 cfm) 1082 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2 165g 165 Volume (ft') 14246 14246 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 119 62 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.2 HSPF 28600 Btuh @ 47°F 29 0 899 cfm 0.054 cfm/Btuh 0.50 in H2O Job: Starlight -Wyndham Date: 6116/2017 By: Plan: 1605 S Endeavour Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 13543 Btuh Ducts 4007 Btuh Central vent (38 cfm) 738 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18287 Btuh Latent Cooling Equipment Load Sizing Structure 2828 Btuh Ducts 831 Btuh Central vent (38 cfm) 1133 Btuh Outside air Equipment latent load 4792 Btuh Equipment Total Load (Sen+Lat) 23079 Btuh Req. total capacity at 0.70 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.79 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof ' Right-Surle® Universal 2017 17.0.28 RSU025Paage 34 2018Jan 19 16:ge 1 1 ACG'.... Specdic% Wyndham Preserve\Lot 165 - 1605 TL.rup Cale = WS Front Door faces: N Manual S Compliance Report Job: Starlight -Wyndham W rightsofte Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner®energyalr.com Web: www.energyair.com For: Lot 165 - 1605 TL, Starlight Homes 2425 Waxwing Way, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 18287 Btuh Entering coil DB: 77.8°F Outdoor design WB: 75.9°F Latent gain: 4792 Btuh Entering coil WB: 64.1 OF Indoor design DB: 75.0°F Total gain: 23079 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 110% of load Latent capacity: 6015 Btuh 126% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 17770 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 161 % of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 90% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018-Jen-19 16 14 34 wright:soft' Right -Sure® Universal 2017 17.0.28 RSU02534 Page 1 ACC% .. Specific\Wyndham Preserve\Lot 165 - 1605 TL.rup Calc = W8 Front Door faces: N Duct System Summary Job: Starlight - Wm yndhawrightsoft° Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web: www.energyair.com For: Lot 165 - 1605 TL, Starlight Homes 2425 Waxwing Way, Sanford, FL 32773 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. 156 in/100ft 899 cfm Cooling 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 156 in/100ft 899 cfm 180 ft Name Design Btuh) Htg Cfm) Clg Cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk Laun C 995 18 51 0.254 5.0 Ox 0 VIFx 10.3 100.0 bat C 124 4 6 0.180 4.0 Ox 0 VIFx 20.7 135.0 stl br2 C 1595 65 82 0.185 6.0 Ox 0 VIFx 16.7 135.0 stl br3 C 1633 68 84 0.165 6.0 Ox 0 VIFx 30.1 140.0 stl foyer h 2656 143 73 0.163 7.0 Ox 0 VIFx 26.8 145.0 st4 hall C 1039 26 53 0.168 5.0 Ox 0 VIFx 27.1 140.0 stl kit - lam h 3611 195 179 0.162 8.0 Ox 0 VIFx 27.4 145.0 st5 krl - fam-A h 3611 195 179 0.174 8.0 Ox 0 VIFx 20.9 140.0 st5 m ba C 322 15 17 0.260 4.0 Ox 0 VIFx 7.8 100.0 m br C 1885 89 97 0.261 6.0 Ox 0 VIFx 7.4 100.0 pdr h 213 11 8 0.156 4.0 Ox 0 VIFx 29.8 150.0 st4 WC h 779 42 38 0.271 4.0 Ox 0 VIFx 8.2 95.0 wic2 h 164 9 8 0.180 4.0 Ox0 VIFx 20.8 135.0 stl vAc3 C 457 19 23 0.172 4.0 Ox0 VIFx 27.8 135.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FIR fpm) in) in) Material Trunk st5 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx st3 stl Peak AVF 192 257 0.165 581 9.0 0 x 0 VinlFlx st4 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st2 st2 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st3 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx Bold/ italic values have been manually overridden 2018- Jan-19 16:14:34 wrightsoft• Right-Suile® Universal 2017 17.0.28 RSU02534 Page 1 ACCA ... Specific\Wyndham Preserve\Lot 165 - 1605 TL.rup Cale = W8 Front Door faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad . Trunk , rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACCK ...Specific\Wyndham Preserve\Lot 165 - 1605 TL.n,p Cale = WS Front Door faces N 2018-Jan-19 16:14:34 Page 2 QQD Job M Starlight - Wyndham Performed for: Lot 165 - 1605 TL 2425 Waxwing Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 wmvenergyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RighlSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 16:14:42 m Preserve\Lot 165 -1605 TL.rup Job #: Starlight - Wyndham Performed for: Lot 165 - 1605 TL 2425 Waxwing Way Sanford, FL 32773 level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP e a vtR 3A CFM Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 mAw.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 2 RightSuiteO Universal 2017 17.0.28 RSU02534 2018-Jan-19 16:14:42 m Preserve\Lot 165 - 1605 TL.rup RECORD COPY j ML t v 0 fn 0 N v CL t c 'v ; O e) a PI to W m to 0 m3 V o c> CAI ao . C rN m o a DINXENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 165 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT 4.400 SQ.FT. LIVING AREA= 652 SQ.FT. GARAGE = 406 SQ.FT. ENTRY 24 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 48 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 37.3 % SOD = 2.758 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1,000 SQ.FT. APRON 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 5,400 SQ. . DRIVEWAY = 516 SQ.FT. SIDEWALK = 248 SQ.FT. SOD - 2,864 SQ.FT. WYNDHAM PRESERVE - LOT 165 PLOT PLAN SALTMARSH LOOP 50' RIGHT-OF-WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89'40'51" W 606.15' CENTERf p N LINE G 2' CONC CURB 1 Q11 .6A 1, 8P li0i - q -75 Z.ONINI DATE 3 (lo' 1,_. Ok to construct single family home with setbacks and impervious area shown on plan. 37. 31. 1605 ErideolVor -7', CrL OF PAVEMENT 10 , PROPOAPROND ' i o / CONC S DEEWALK N89' 40'511- 40' 0010' UTILITY EASEMENT (P' W Q— — - — — — — — — — N — — — — — — — v, 3 iJ PROPOSED N a c> DRIVEWAY it o 16.0' a c 6.0' e LOT 166 N 6. STORY RESIDENCE 2425 WAXWING WAY 1605 ENDEAVOUR ELEVATION - T ; GARAGE -LEFT FFE= 30. 6 28.0 i 10. 0 o ro , y o , o 0 o 00 ; 10.0 ro 4 rn rn LOT 165 AREA = 4, 400 S.F. ± 40.00' S89'40' 51 "W LOT 170 ri BUILDING LAYOUT NOTE: Contractor and owner ore 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. PEP—P001 tqui ment LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB LicensedBusinessBFP-Bockflow Preventer Siht Distance Easement 9 SurveyPRM- Permanent Ref. Monument R Reported PCP-Permonent Control Point IS D -DescriptionFP&L -Florida Power & Light P -Plot FFE-Finish Floor Elevation D.B.- Deed Book R-Water Meter O.R.- Official Records Book N-Water Valve P.B. - Plat Book Cr-Fire Hydrant Pg. -Page Rr; ® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk lEl—Electric Box FFE -Finished Floor Elevation O -Utility Pole CI -Curb Inlet Guy Pole GT1-Grote Top Inlet A -Light Pole P.U. E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe —OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF -Square Feet INHo -Electric Handhole D.U. E.-Drainage Utility Easement Coo -Clean Out FMGD-MAG NAI & DISK CVD4-Irrigation Control Valve P.K.- Porker 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 L87768 11• -Existing Grade F1P -Found 1 /2" Iron Pipe LB7768 a -Blow-off Volvo FPKD-Found P.K. Nail & Disk L87768 Drainage now Direction FCM-Found 4"x4" Concrete 10.0-Proposed Design Grade 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: O LOT 164 0 0 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon ore in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "M(NDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for '1NYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) P L LEI/ Y Nb peltttang .Y) F a PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "7S" DESCRIPTION: LOT 165, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderiey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Kees D. LS6915 6RIDA PROFESSIOWAWRVEYIIWF & MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drown: MTP I Checked: JDL I P.C.: Data File:&iwonrast-Plot Date: 0 1 /24/18 Dwg:WoonEad-1ot165 Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: D RECORD COPY 11 ] WlS1UrJCityofSanford Building and Fire Prevention Product Approval 18-975 Permit # Project Location Address SOSANFORD tion Form As required by Florida Statute 553.842 and Florida Adminis I1tive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. 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 1 WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DAI TON 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 # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-115 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-R10 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's SignatureJIvx Applicant' s Name Please Print) June 2014 4 1/2/2018 Florida Building Code Online fl SCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats 8 Facts Gl t Product Approval c USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL /t F1.35332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O i Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 727)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 iq ,4yery Product Approval Method Method 1 Option DF Date Submitted 08/11/2017 kirj , .1 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www. foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL * Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-OOSOOE.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf 1got b damne n it a 15332.2 3 - SERIES 420 ALUMINUM SGO RIES 420 SEAL_U_MINUM SGD OX, XO, XX 96"x80" NONE REINFORCED`- Limits of Use Installation Instructions H Approved for useinVHZ: No'__ Approved for use outside HV_ HZ_: Yes_j FL15332 R4II 08-00498E.odf;_ Verified By: Luis Roberto Lomas _62514 Impact Resistant: No' Created by Independent Th_ir__dPa_rty: Ye_s Design Pressure: N/A _ _ _ _ Evaluation Reports- ____ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE tFL15332 R4 AE 510805D.Ddf' RATINGS) Created by Independent Third Party_: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 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.Ddf 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM _S_GD REINFORCED OX, XO, XX 96"x96, R_EI_NF_ORC_ E_ Dj Limits of Use _ _ 1Approved for use in HVHZ: Noy _ _ Approved for use outside_ HVHZ. Yes Impact Resistant: No) - Design Pressure: N/A; Installation s Instruction FL15332 R4 II08- 02249C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes; Evaluation Reports' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSE, UR_ RATINGS. C_ iFL33215R4 AE 512969.odf ------ Created_by Independent Third Party: YeJ 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 FLIS332 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 08-00SOlE.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 FLIS332 R4 AE 510808D.Ddf 15332.8i SERIES 430/440 ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD XX_X_1_4.3_ "x80" NONE REINFORCED Limits of Use Installation Instructions https://www. 1/5/2018 Approved for. use,mn HVHZ-.',No FL15332 • R4 1[ •08-00502E.Ddf nApp^ro ved for use' outside'THV,HZ: Yes -Verified By: Oi Robe ofLomas 62514 4nipact,Resistant No Created by Independent,Third Party: Yes Design Pressure:EN/A Evaluation Reports Other: REFER7T9'#PPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE"S1y0809D.Ddf RATINGS Created by IndependentrThird Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 11 08-OOS03E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick I1=. Product Approval Accepts: WR Credit Card Safe https://floridabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. 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 ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - 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 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 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER),' 0. METAL STRUCTURE: STEEL 18GA 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX. TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REASOMS otpPION cat APVROVm ADDED CHARTS 03/OS/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. SIGNED: 06,2012017 MI WINDOWS AND DOORS LLC 1111III1IIA 650 WEST MARKET STREET 5 f:' Lo/i GRATZ, PA 17030 GENSF.4p -5f, 6J = = 4.TaA d SERIES 420 SGO 96' X 80" NON -REINFORCED yONOTESOf o' °IORICT;• awu oNc NO. RLV SS ONA;tE G 08-00 98 E sFcLAu[ oAaNTS 02/23/09 1 OF 10 Luls R. Lomas P.E. FL No,: 62514 L. R18ERTO Lam" P.E. 4t N000FOROR0LEWXSVXLEAC27= 004aosas mm 6- MAX 95- MAX FRAME WROTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 17' r 1 D.C.I 5" MAX 17' MAX O.C. 10- T 0 X G5 IAx AGE IGNT 6- MAX SERIES 420 SGD EXTERIOR VIEW OESIGN PRESSURE RATWG IMPACT RAT A4 40.OPSF NONE SEEO"RTS I/ AND 02 FOR OTHER UNfTS RATINGS NOTES I. MAXLMUM PANEL SIZE: 461,7r 79• 2. MAXIMUM 0.1..0.: "W x 74 S16• HARDWARE SCHEDULE 6" MAX A 1(1) MT MOUNTEO W HOLE SET (PART 999-04.143) LOCATED 35 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART e9W17.195) AT EACH ENO OF PANEL BOTTOM RAILS ocscmprow ADDEO CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED LVSTALLAT1oN DETAILS REVISED INSTALlAnON DETAILS CHART II WHERE WATER WFIL I RATICN RESISTANCE IS REOUIREO SEE NOTE 9 SHEET I Design pressure Chart (pso Frew S61pe Panel and Tow Frame Width (in) HNpM 30.0 36.0 420 440 4400 rzw 64.00 9&00 Pas Neg Pos Reg Pas Nog Pas Nog W.0 a0.0 55.1 40.0 48.2 1 40.0 I A-1 CNART 12 WHERE WATER INFR.IRA TLON RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure Chan (ps0 Frohe Sigle PAW ON TOW Rwo Wdlh (in) 30.0 1 36.0 1 420 410 60" 1 7200 I 44.00 A. Pas I Meg I Pos I Nog I pas I Nog I Poz I Nog SAO 55.1 1 55.1-146.2-1 4a.2 1 4a4 1 43.4 40.0 40.0 CHART I'3 Number ofanMof I0480onsre0ulro0 RWM SNb Panel wW Tots( Frame width (In) W 36.0 42.0 4&0 id)j g 0045JambN4SJlmbN65Jzm1 80.05 5 1 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED ELEVATION F.A. 08-00498 sale NTS 0`rz 02/23/09T 2 OF 10 L rOWAFOLOLKSP.E. I432%OOOFORO RO LEWCSVµLE. HC 2., W7 n+•eesoaod remuymuLa+uNPr.o>rn Are APPROVED 03/05/12 R.L 10/29/13 R.L 12/06/13 R.L. 07/30/15 R.L 06/20/17 R.L SIGNED: 0612012017 As R I to TATpso F; w 0- cF' F OR10' •?: SIONA 11F C` Lu(s R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REOUIREO 17' r6• MAX r MAX I 6• MAX II D.C. 6' MAX 17' MAX O.C. kX I WE GHi 6' MAX O X CHART s. Nuff4w ol.ndw Ioe.Oon.r.pulr.d Ft.Ru SNbe PORtl &w T0w UQ vv%Ah (e) 1 0 310 1 X0 1 42.0 0 M Sao t..0 0 Na ism* Has J.ms Nss J.ms tao s 1 s 1 51 a 1 s 1 e 1 s 1 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART e4 FOR NUMBER OF 140.0PSF NONE LOCATIONS REOUIREO SEE CHARTS Of AND 02 SHEET 2 FOR OTHER IAWTS RA TINGS NOTES: r. AWX114UM PANEL SIZE: w95 MT x 7r 2. MAXIMUM D.L.O.: 44 W x 7. W FIAT MOUNTED MANGLE SET (PART .99-0.• 145) LOCATED 36 314' ON CENTER FRI METALLIC TANDEM ROLLERS (PART 099.1T•l9S) AT EACH ENO OF PANEL BOTTOM an I OCSCIOIIgN MTC AVARO40 i ADDED CMARIS 03/05/12 RA. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN wALLATIONS 12/06/13 R.L. 0 RENSED INSTALLATION DETAILS 07/30/15 R.L. E REVISW OWALIATWN DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED FIN ELEVATION F.A. 1 08-00498 50ua NTS 0"R 02/23/09 —3 OF 10 C R09ERT0 LONAS I E. raj? WOOQ"V RO L6MSVXLE. NC 7i029 SIGNED: 06,2012017 r1/0 GENSE` 9-TAiE OF OR10•? loNAiIE?G`\` Luis R. Lomas P.K. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 3/8' MIN. EMB MENT BY OTHERS 1/4' MAX. SHIM 010 WOOD SPACE SCREW e10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK IWALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS T09E DESIGNED W ACCORDANCE K IM ASTM E2112 1 3/8' MIN. EMBEDMENT T-- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT MIN. WENT MIN. cvvc vMANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX. SHIM SPACE RMS*RS acs"PfroN CATE A"NOWD ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L INTERIOR k__ EXTERIOR 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 SO- NON -REINFORCED FRAME INSTALLATION DETAILS 0"M Ortc R0. F.A. 08-00498 VAL NTS — 02/23/09 —4 OF 10 L ROBERTO LCM AS P.E. 1-&V "O00PDRD RD LEWMSV4LE NC 27M 4314" 06D9 ft."v6 &w3w.=a SIGNED: 06/2W017 ft.. IL /, i GENSe..'rPA-TaAiOeOF cFs'lOR1C c ONWIEa,,,, Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE W Is. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ALL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERINETEAAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 Rz OESOR&MM CAN AFPRDVM ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAI S 07/30/15 ILL, REUSED INSTALLATION OETALS 06/20/17 R.L. 1 /4' MAX, r SHIM SPACE T_ 1/2' MIN. INTERIOR EDGE DISTANCE B 10 SMS OR iSELFORIIIING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON —REINFORCED FRAME INSTALLATION DETAILS Oawec 0wa M F.A.08-00498 stAlt NTS — 02/23/09 —5 OF 10 L ROSERTO LOMtS P.E. 432 NOGOFORO RD LEWISVILLE. AC 2 = 430E86.OW9 halm SIGNED: 062012017 GENS;P 1r Io„61251 •• * = TTAcY OF ;u txt7``` Luis R. Lomas P.E. FL No.: 62514 ALV190 s 1 1/2• MIN 1• MIN. 11.. lev OATC APPO vm SEPARATION EDGE DISTANCE 1 A ADDED Cw1RT5 03/05/12 R.L. 8 REVISED PER NEW TESTWG 10/29/13 R.L. C ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L. 1 1/4• MIN. 0 REVISED WSTAUATION DETAILS 07/30/15 R.I- CONCRETE/ °• • °• • , EMBEDMENTENT EMBEDMENT E REVISEo INSTAf1AT10N DETAILS 06/20/17 R.L BY OTHERS MASONRY 1/4• MAX. SHIM SPACE ' OPTIONAL ... 1/4 . MAX. 1X BUCK TO BE 1 SHIM SPACE PROPERLY MIN. INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN :a A BED OF APPROVED SEALANT 3/16• TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL ix BVCK JAMS INSTALLA77ON DETAIL CONCRETE TO BE PROPERLY CONCRET64 4SONRYWSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 A.1 1/4• MIN. NOTES: 1. WTERIOR AND EXTERIOR FINISHES, BY OTHERSEMBEDMENT e : • ' • .. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOYVT SEALANT 8YOTHERS TO BE DESIGNED W ACCOROANCE WIN ASTN E2112 SIGNED: 0SWI2017 z 7/8• MIN1- MIN. MI WINDOWS AND DOORS LLC t11111rIui, SEPARATIONION EDGE DISTANCE 650 WEST MARKET STREET `O\5 R.• LpdjCRATZPA17030GEiv9 i VERTICALCROSSSECTION . •\ sF s s CONCRETI: AUAScwRYwSTAuArov SERIES 420 SGO _1Y• o 5 *= 96' X 80" NON —REINFORCED — ; '1 FRAMEINSTALLATIONDETAILS p E OF .6 LMA117L owc No. ALv i`cL=clORlOt:•G\t' Scul NTS LWc 02/23/09 08 168 OF 10 E I10NAi1E\\ J LAOWRTOLOMISP. E. Luis R. LoR1C3 P.E. A= WOWMW RD LEWSWLLE, NC 27= FL No.: 62514 4sLaes.0" ,+V+m„ WOOD FRAMING iMIN' OR 2X BUCK EDGE DISTANCE BY OTHERS po WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 3/8" MIN, NT 1/ 4" MAX. SHIM SPACE 1 / 4' MAX. SHIM SPACE 10 WOOD EDGE DISTANCE SCREW EXTERIOR INTERIOR 810 SWOODCREWSVERTICAL CROSS SECTION HOOD FRAMING OR 2X MCX INSTALLATION NOTES, s. INTERIOR AND EXTERIOR FINISHES, BYOTNERS NOT SHOWN FOR CLARITY. 2. PEAfMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK SY OTHERS MIN, MENT MIN. wvc UM MCE OXNIS* N$ 0130p om PATE APPV44D ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESnNC 10/29/13 R.L. ADDEO FLMCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED U+STAUATION DETAILS 06/20/17 1 R.L. INTERIOR m r EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMNG OR 2X BUCK fNSTALLAn0N SIGNED: 061012017 MI WINDOWS AND DOORS LLC 0%iI11III,/ RENO4'''. 650WEGRAT2.MARKETO TREET J S 0 5 SERIES420SGOX 80" NON —REINFORCED FLANGE INSTALLATION DETAILS TAT OF Ep0 : 4- F•' 40Ft%D ' onArfcorcNoas08- 00498 E i,ssfONA;\iV\\. Luis R. Lomas P.E. FL No.: 62514 Hut as NTS02/23/09 7 OF 10 LRO6ER70UWA$ P.E IJJL WOODFORD RO LEW1SVUE NC:70.iq+ 4W04M Alx alwusWc0m 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE r 110 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF IPPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE UVSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE MTNASTM E2112 L 1/2' MIN. EDGE DISTANC 10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS N:vmoNs ALv DCVIRF nv w1E AGVAo+m A ADOEO CHARTS 03/05/12 R.L 0 REVISED PER NEW TESTING 10/29/13 R.L C ADOEO FIANCE ANO FIN INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION OVALS 07/30/15 R.L. E I REVISED INSTALLATION OETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL N£TAL STRUCTURE UVSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS CrAwle or _ F.A. 08-00498 scut NTS WE 02/73/09 ISHMS OF 10 L ROBERTO WOOS P.E. 142 WOODFORD AD LSWISVILLE MC27= A34 "Owg 4onua6Yltuwrcom SIGNED: 06120/2017 T,ENSF•P 0 5 P E Of a W3 R. L.omo3 P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN 1- MIN. SEPARATION EDGE DISTANCE 1 1/4- MIN, 14.EMBEDMENT 1/4- MAX. r SHIM SPACE 3/16- TAPCON EXTERIOR LLJJ LLJJ INTERIOR RrAsivs DEscar " WTC APVM40 ADOEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RA. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. RVASEO INSTALLATION OETAILS 07/30/15 R.L. 1 1/4• MIN. E REVISED INSTALLATION OETNLS 06/20/17 R.L. EMBEDMENT 1/4- MAX. r SHIM SPACE MIN. • - EDGE DISTANCE . MIN 1 SEPARATION ;: a'• . INTERIOR 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 CONCRETEd"SONRYWSTALLATiON y I I/4- MIN. EMBEDMENT 2 7/8- MIN 1- MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION OOWCRETEIAMLSONRV INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHER NOT SNDWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 062WO17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA g R• LOi 9,p 17030 CENS SERIES 420 SGO 0 6 *= X 8NON REINFORCED FLANGE INSTALLATION DETAILS TAT OF ouwe oMc No. fO+,• c` ALv '< 0RID" F. A. 08-000498 E s,ONA `1E NTSo,1c 02/23/09 *9 OF 10 L. RWER101,0 OP.E. 14Z W000FOR0 RD LEWISMLE AC2?eM LY1s R. Lomas P.E. FL 4OW48DRYJdlwruo"wnmwr NO.: 62514 WOOD FRAMING 1/4' MAX BY OTHERS SHIM SPACE p8 WOOD SCREW INTERIOR 1 1/4' MIN. EMBEDMENT APPROVED SEALANT - BEHIND FIN EXTERIOR L—j"' 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE -1 BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. qe EMBEDMENT WOOD FRAMING CREWWOODSCREW BY OTHERS INTERIOR 1/4' MAX, HOOK STRIP 7/16- MIN EDGE DISTANCE EXTERIOR RLMKIO/K OTSGRW110N MTE AOPROKO ADDED CHARTS 03/OS/12 R.L. REVISEO PER NEV TESTING 10/29/13 R.L. A00E0 FIANCE Am FIN INSTALLATIONS 12/06/13 R.L. RErr" INSULLATION OETAILS 07/50/15 R.L. REWSEO WSTAUA710H OETNLS 06/20/17 R.L. 1 5/8' MIN. EDGE GIST. TRIM 1 1/4' MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE r 8Y OTHERS 1/2' MIN. 1X BUCK BY OTHERS, EDGE DISTANCE HOOK STRIP 1X BUCK TO BE PROPERLY SECURED Jt 3/ 16' TAPCON EXTERIOR PANEL INTERLOCK mHOOK STRIP INSTALLATION AL4SONRY' CONCRETE SHIM SPACE 010 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK INSTALLATION FOR SILL wSTALLATION SEE SHEETS 4-9 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. Nor SHOWN FOR cLARITY. 2. PERIMETER AND Jowl SEALANT BYOTHERS TO SE DESIGNEO IN ACCORDANCE INTM ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP • - PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2' MIN. I I EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 110 SCREW OOD I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2K SUCKAM000 FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON-REINFORCEO FIN AND HOOK INSTALLATION DETAILS OKWN: OTC N0. F. A. 08-00498 scut NTS I °AE 02/23/09 1 WAT 10 OF 10 L R0LIERTO LG1Kf P,E. IuzwooaFORvuncEtivlsIUE, nc:mzT s aseatos w.am SIGNED: 06/20/2017 J` 5 tR.. to cENSF s NAA. Uid OF ; FS FL. VDV- slfillONA;`\N, Luis R. Lomas P,F,, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS 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 ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, X1P, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS Revtows 000UPTION WE APPROVED ADDED FLANGE AND FIN INSAUATIQN 12/10/13 R.L. - REV16E0 INSTALLATION OETAIIS 08/03/16 RL REW= INSTµLATK)N OE1AtL5 06/21/17 Ito - SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 111LIIruAi C E N a 6 xSERIES420SGOREINFORCEDWITHOUTADAPTER 96" X 96' NOTES pE OF i'`F•'<ORLO'• ' i ONA 1 LYIs R. Lomas P.E. OS— 49 Atv C scALc a1E NTS10/30/13 1 OF 10 LR08ERT0L0YA$ P•E. I M WOODWMO RO LEIM6VXLE NCZN.'7 AN- 680-0 9 ,ro,usprro,-sAna,,, FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIREO 6• MAX 17' MAX O.C. 6' MAX 6' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT 6- MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA71NG IMPACT RA77NO 135.OPSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 49 mr.93' 2. MAXIMUTAO.L.O.: 44 W s 90 S8• HANDLE SET (9904-145) AT 38 39-ON CENTER FROM PANEL BOTTOM EM ROLLERS (99.17.195) AT EACH ENO OF PANEL 80TTOM RXLS REINFORCEMENT (688) AT ALL PANEL SNTERLOCKS CHART Ir WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. Doslgn pressum CharT (psQ FM1O SYgb FJrgl an0 Tout Form N th I,) t 30. 01 Ja.O 420 1 4a0 ti)= 49. 5 7Z00 SAW woo s Np Pot Np Poa Neu 84. 0 0 50.9 40.0 45.7 40.0 420 Od0 0 48.0 40.0 43.0 30.4 394 920 0 454 40.0 40.6 J7,1 J7.t 9a. 0 0 a3.1 b.a b.a 35.0 b.0 CHART a WHERE WATER WftIRA TOON RESISTANCEr8 NOT REOUIREO. SEE NOTE 9 SHEEP I Design pmsw o Chart (PS9 From Slnplo Pura ano total Frame Nt401(n) HnN J0. 0 1 Jio 420 1 A0.0 In) 00. 00 7200 K00 moo Pos Np Pos Np Pos Np Pos Noe 04.0 58.4 S0.4 50.9 i 50.9 457 1 45.7 1 42.0 420 810 552 1 552 48A 48.0 43.0 43.0 1 39.4 394 020 52A P-4-1 45.4 45.4 40.0 1 406 1 J7.I 371 9&O 49.0 49.0 1 43.1 43.1 38.4 1 35.4 135A 350 f`w Rrti NumB« oranch« roeauonara0lrrrotl Tye" SnpID Panel W4 TOW RMM VVImt1(in) Hwu b. 0i JGO 420 a0.0 720 ea. o 96.0 H65 AmO Nis Am0 HaS Jamb I= AmD 840 tall6 6 6 6 6 06 mlll 0888661t(NSgN$ ascRunwm twt APPRINO ADDED FLANGE ANO fW INSTALLATION 12/10/13 ILL. REVSED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 IFLL MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96` ELEVATION V• L 1 08-02249 IrAtt NTS o`r 10/30/13' s'=2 OF 10 L ROBERTO LOwtt P.E. r4J2 NOOOFOHD RO LEWtSVRLE, NC 27M i7'I4U-" ft rawnmaabmarDaaan SIGNED: M21/ 2017 ILrO i GENst••9, P i 0 5 *= QE OF re 14 S;n OR10 rrrn1u11•• Luis R. Lomas P.E. FL No.: 62514 a A FF HE FLATMOUNTED METALLIC TANOi 1MINUM606146 96' MAX FRAME WROTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED t 7' MAX6MAX --} O C. —{ 6' MAX 6' yMAX 17'IMAX O.C. g• T— AX kME GMT 6' MAX 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) S LLCHORs PER LOCATION EXTERIOR VIEW SEE CHART J4 FOR NUMBER OF LOCATIONS OESIGNPRESSURE RATUNG F IMPACTR477NG REQUIRED t35. OPSF NONE SEE CHARTS II AND 82 SHEET 2 FOR OTHER UNITS RAITNGS 1 AT 00 3041 ON CENTER FRC AT EACH END OF PANEL lk AT ALL PANEL INTERLOCKS ACV ccscftpw" WC MvaOAD A ADDEO FLV4E AND RN WITALLATION 12/10/13 R.L. B REVISED WSTAL ATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETNLS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 40 hIr x 95" 2 MAXIMUM0.L.O.:44Sf'r905B• CHART & 4 Numbor o/anchor loeatlona ra0ulro0 From Sh& pa" W4 Taut uv VVId01(i ) NO" SD.O1 36.0 420 1 4&0 F) 6A0 720 0 1 96.0 H" Jamb H49 Jamb HIS IJambI HIS Jamb A 4 6 5 6 6- 6 6 6 S& O 4 6 5 6 6 6 6 6 920 4 6 5 6 6 6 6 6 96A 4 6 5 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION L 08-02249 u NTS °"E 10/30/13 Si0CT3 OF 10 L ROOERTO LOMAS P.E. 14-- W000F0RD RO LEMMSV4AE. MC 270W a+ 44soso9 4omaapawragoroan SIGNED: 06r21rz017 J\ S\ 11 111` o4T/ AiTAYPIKF",* Fle' OF'' ORtC* • ONA 11EaG` Lu( s R. Lomas P.E. FL No.: 62514 1/2r MIN, EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEWENT BY OTHERS MAX. SHIM g10 WOOD SPACE SCREW I 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS, NOT SHOWN FOR CLAR/ll: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT LIN. LvvL VgTANCE 1 3/8' MIN, EMBEDMENT T'-- 1/ 2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS WTE I OPIIO/LT) ADDED FLANGE AND TIN INSTALLATION 12/10/13 R.L REVISED WSTAWTION DETAILS 06/03/13 R.L REVISED INSTALLATION OETALLS 406/21/17 IR,L 1 / 4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL w000 FRAMNG OR 2X BUCK /NSTALLAI7ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS O1AW& ftv NO. p V. L 08-02249 sruc NTS 6 * 16/30/13 —4 OF 10 L AOSERIO LOMAS PE. 14= w1000RDRO RO LEW*VV.LE NC:7= AN43sase Pm191.I dwe - mw INTERIOR SIGNED: 062112017 Obi erENS• 9s i1 . E OF ,•: O . 11 ev0 Luis R. LomOs P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4' MAX. A ® r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEAL NI 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ROTES: I. INTERIOR AND EKMACR FINISHES BY OTHERS, NOT SHOIAN FOR CLAR(rV. I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTM E2112 T- 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE t¢vLm1s orseavinn WE I MPROIE. AooEo FLANCE AND FINwsTALunON tz/w/1} a.l RENSEO 1NSTALIATION DETAILS Oa/0/15 R.L RENSM INSTALLATION OEWLS 06/21/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS OR W4 owc 1W. R V.L 1 08-02249 r-mz NTS I we 10/30/13 s"10CT5 OF 10 L ROWRTOLOWAS P.E. 14321N700FOR0 AD LEWIM E. AC 27CTJ 4N4sw-49 sfr.con SIGNED: 06,2112017 O i t;ENSF9s TAT SEOF •` O'. ZORLa* G2 S1ONA u0 Luis R. Lomas P.E. FL No.: 62514 Y 1 1/2' MIN 1' MIN. Ai\Y'd016 NN oCSCleP11o11 011, APPROVE) SEPARATION EDGE DISTANCE A ADDED FLANGE AND FIN tNSTAUAT10N 12/10/13 R.L. 6 RCA= INSTALLATM DETAILS 08/03/15 RA, C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. a:. EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. T7 SHIM SPACE OPTIONAL IX BUCK rI 1/4_ MAX. 1' rSHIM SPACETOBEMIN. ' I INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1LII a3/16' TAPCON MIN I aSEPARATION . OREXTERIINTERIOR SILL TO BE SET IN A BED OF o APPROVED SEALANT 3/ 16' TAPCON J EXTERIOR 3/ 16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONOPTIONAL A\ 1 X BUCK CONCRETEANASONRY INSTALLATION CONCRETE CONCRET: TO BE PROPERLY BY OTM SECURED SEE NOTE 3 SHEET 1 a -- T NOTES: y 1 1/4' MIN, 1.WTER/ORANOEMRIORFINISHES, BYOTNERS, i EMBEDMENT NOTSHOwNFORCLARfr 2. PERIMETER ANO JOW7 SEALANT BY OTHERS TO BE a.. • • a OESIGNEO INACCOROANCE MTN ASTM E27 12 SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC tttII11IAA, 2 7/8' MIN t' MIN. SEPARATION EDGE DISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 5 R'. O ii pENS 9s• VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER ir• o 55/(^ tc CONCRETE/MASONRY INSTALwov 96' X 96. 0; FRAME INSTALLATION DETAILSOFENVVAC Z•-4 ftv l0Rl0t 089 C NTS °"' 10/30/ 13 5022 OF 10 L R08ERTO tChW P.E. 14=w000A0R0ROLEW4"AF- NC ib17 s R. Luis R. LomasP.E. L a64m-009 mn, 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/t- MAX. SHIM SPACE I10 WOOD SCREWS EXTERIOR ll._LJ LU INTERIOR TO BE SET IN D OF OVEO SEALANT 10 WOOD SCREW OD FRAMING OR 2X SUCH BY OTHERS MIN. WENT vim VW N•\.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK wSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/6- MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE flo WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS R(M90rf$ REV OESC P1gR W7E APMOVED A ADDED RANCE AND nm 1NSTALLATION 12/10/13 R.L. B REVISED INSTALLATKIN DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/t- MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK WSTALLATIGN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96- FLANGE INSTALLATION DETAILS ORWtt pw Np• R V.L. 08-02249 srA1t NTS 10/30/13 s'w7 OF 10 L RMA70 LOMAS P.E. 14'i W000FOAD RD LEWZV LE. NC 27= 4'Nddf•PW9 rOtRuy®kbvuAor may SIGNED: 0&21/2017 1 t111` 0/. AW OF ,64 Z ONA `tEe1,\\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE (— DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4- MAX. SHIM SPACE j10 SMS OR SELF ORILUNG SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 2' MIN. EDGE OISTAN( 110 SMS OR SELF DRILUNG SCREWS METAL STRUCTURE BY OTHERS k, I OESCRPr*N — I 1 ovm A ADDED fLAWX AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED INSTALLATION DETAILS 08/03/15 R.L C WMEO INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS V. L. 08-02249 scat NTS f' 10/30/13 Yi0R8 OF 10 L ROWFITOLOWL9PF. 143j N4000FOR0 RD LEWr9VSLE. NC 27= 43444III- OW 4 nua®bbxnMpo, m SIGNED: 0621/2017 D 6 ••*= 1OE OF :ivy Luis R. Lomas P.E. FL No.: 62514 1 1'/2- MIN. 1- MIN. REAS04 SEPARATION EDGE OtSTANCE Iav oLscarnor att AN OY((1 A ADDED RANGE AND FIn INSTALLATION 12/10/13 R.L. B RENSEO INSTALLATION OETAILS 00/07/I5 R.L. C REAMO OWALIATION DETAILS11/4' MIN. 06/21/17 R.L. CONCRETE/ : a: ' • EMBEDMENT 1 1/4` MIN. MASONRY l EMBEDMENT BY OTHERS 1/4` AU1X. OPTIONAL SHIM SPACE IX BUCK TO BE MAX. PROPERLY ;i SHIM SPACE SECURED MIN . INTERIOR SEE NOTE 3 SHEET EDGE1 DISTANCE 3/16' TAPCON Fill 3- EXTERIOR INTERIOR •MIN, ; SEPARATION a SILL TO BE SET IN a A BED OF 3/16' TAPCON 3/16' TAPCON APPROVED SEALANT EXTERIOR Of CONCRETE/MASONRY By OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRETEl"SONRY &STALLATION CONCRETE OPTIONAL 1X BUCKA- IBYOTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR PIN/SH£S, BY OTHERS, • t 1 1 /4' MIN. NOT SMOWN FOR CWtITY. EMBEOMEM 2.PERIMETERANOJOINTSEALNTSYOTHERSTOBEa,. OE-VGNEO IN ACCORDANCE KirN ASTne E2112a• SIGNEO. 0"1/2017 2 7/8- MIN, 1- MIN MI WINDOWS AND DOORS LLC `ttttllrrhl SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 ,'. , 0 i R L VERTICAL CROSS SECTION GRATZ, PA 17030 . -\G E N S ,9% CONCRETEft0ONRYINSTALLATOV SERIES 420 SGD REINFORCED WITHOUT ADAPTER fir- oo 5i.,-* 96` X FLANGE INSTALLATION DETAILS a— y Q. oaAnac V.L. orc aLv /, o :-,[ OR10: 08-02249 s vc NTS °" 10/30/13 yi0 9 Of 10 C ij NA11E L ROCEAOlEV4 VUX. Luis R. Lomas P.E. ra12 aoa oRo rtn '+S uLE. NC Z1oJ' 4.Tu•at-mv -mav&knUAW=m FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT T- APPROVED SEALANT BEHIND FIN q8 WOOD — SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 1/4' MAx SHIM SPACE 7/16' MIN EDGE DISTANCE , IAMB INSTALLATION DETAIL 1461700 FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN, EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. F SHIM SPACE 7 tr-150 s OTC AivltovoD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED INSTALLATKN DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE GIST. TRIM a a INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE I r BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP IX BVCK TO BE PROPERLY SECURED EXTERIOR —'= PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAYXONCRETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE EDGE DISTANCE TRIM MIN, INTERIOR EMBEDMENT mot. HOOK STRIP T HOOK STRIP 110 SELF DRILLING I SCREW 10 D I PANELSCREWEXTERIOR 0k— INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION NOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: OB/2WOT72YBUCKAYOODFRAMING VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. MI WINDOWS AND DOORS LLC 111111Ir/1,,, 650 WEST MARKET STREET GRATZ. PA 17030 5 R' L0/ice Ff SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61 * 96' X 96' NAILFIN & HOOK IMSTALLATION DETAILS NOTES: 1.WTERKMMIDEXTERIORFINISHES ,BYOTHER5 NOT SHOWN FORIdARlTY. O FS`,: ORIO 0 oaAwNV, L vo 1w. 08- 02249 ACV 2PERIAIETERAN04OINTSEALANTBYOTHERST08E ofONA`1E 01" NTS OAT¢ 10/30/13 —10 OF 10 OESIONEOINACCOROANCEWITHASTME2112L AOaERro cC+rAS P.E. RO 14MNOOOFOROLEWSMLL NC 2MM Luls R. Lomas P.E. 4 &6aa• aos spw,w,o..m,, . FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 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. WINO LOAD DURATION FACTOR C0-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND 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 ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHUNG 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. I1. 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF C-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—TS .048' THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XOL. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS ftNiso." ocscrapr41 WTE A"Rovm ADOEO OwVttS 03/06/12 R.L REVISEO PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REUSED INSTALLATION DErAlLS 00/05/15 R.L. REVISED INSTALLATION OErAILS 06/22/17 R.L. SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET Aa11IITrN J S R• L0//, ice 9s• GRATZ, PA 17030 GENS 5143' 4TAYSERIES430SGD x 80' NON REINFORCEDoNOTESyOf S (OR10T: r.IAoxit ovc w. aLv F.A. 08—OOT502 E S/OMA ` L Luli R. Lomoo P.E. FL oAttHTS 02/23/09 1 OF 9 LR00F11rOLO1WI.SP.E. A4=W000F0AOA0L WQuNKLE.MC2M'J 7rsa -ow9 Aaamgb&%mx ..wm No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART A3 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX -{ t 7 MAX {-- -{ 6' MAX I 6- MAX L 17' MAX 80- 0 C. MAX RAME T- L. 6- MAX I SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 00.0PSF NONE SEE CHARTS a1 AND 012 FOR OTHER UNITS RATINGS NOTES: 1. MAXVWUM PANEL SIZE: 4e 1r." x 7r A4AK1MUM 0.L 0.: 44 314• x 74 3,8• FLAT MOUNTED HANDLE SET 0944-145) AT 38 3W FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-106) AT EACH ENO OF PANEL BOTTOM RAILS Rlv Cv-qwT M O.Tc AFVRww A ADDED CKAM 03/06/12 ILL 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E RMED INSTALLATION DETAILS 06/2Z/17 R.L CHART or WHERE WATER INFIETRATION RESISTANCE IS RECUL990 SEE NOTE 9 SHEET r Design pressure chart (pso Fame SNIB Pawl and Total Frame Width (in) hi in) J0 0 90.00 36.0 106.00 1 42.0 1 126.00 47.7 143.00 Pos Nap Pos I Nag I Pas I Neu I Pas I Noy 80.01 40.0 1 54.9 1 40.0 1 48.0 1 40.0 1 432 1 40-O 40.0 CHART47 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (050 Frame SNI& Panel end Total Fame Width (in) Halglu 748-0-j J0.0 36.0 0 F 42.0---T 0 47.7 143.00 Pot N Pas Nog 108 48. 0 1 43.2 1 432 1 40.0 1 40.0 CHARTQ Number of anchor locations required Fame no Pand and Total Fame Width (in) HWL 30. 0 7G0 42.0 47.7 in) 90.0 106.0 126.0 14J.0 H6S Jambj Jamb HAS Jamb Hd5 Jamb W. 0 5 5 5 B 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED ELEVATION F. A. 1 08-00502 stuc NTS I e" E 02/23/09 -2 OF 9 L ROGER TOLOM" AE. 14A" w000FORD RO LEWISVYLE NC z7= 4.10- mg4wNanspkb""pvC" SIGNED: 0612212017 tR ! ltIo z. 0 6 i 1 I) TTAX 07 O 4tY4 R%0 • ? ss1ONA 11E? G` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE RC49ONS OLSCRto1gN Wlt .wRm AOOEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTLN6 10/15/13 R.L WOOD FRAMING 1 3/8' MIN. rE ADDEO FLANGE INSTALLATIONS 12/06/13 R.L OR 2X BUCK EMBE MENT REVISED 1NSTAuATION DETAILS 08/06/15 R.L. BY OTHERS NAX. REVISED INSTALLATION DETAILS 06/22/17 FILL SHIM 10 WOOD SCREW — SPACE 1 3/8' MIN, 1/4" MAX EMBEDMENT SHIM SPACE7rI 1/2' uIN. INTERIOR STANCEEDGEDILy EXTERIORINTERIORSET IN APPROVED I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD MIN, SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALLATKIN NOTES: I. INFERIOR AND EXTERIOR FINISHES, BY OTHER& NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DE$ IGNEOWACCORDANCE WITH ASTM E2112 r EXTERIOR CIMJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06r2WO17 MI WINDOWS AND DOORS LLC 650 GRATZ. ST NPA 17030REET 111111r1111j, Sft to nISF Fs: 5143" tk•" TAiSERIES 430 SGO x 80' NON REINFORCED FRAME INSTALLATION DETAILS OF i'LFS'< OR10: ci !zl oRArc we .10. atv F.A. 08-00502 E i `S/pNAI E* 111II1111L\ V^ E0"c —3 NTS 02/23/09 OF 9 Luis R. Lomas P.E. L RMRMLON4S P.F. IJMW=F0ROR0LEWISVXLE, NO27= 434460d609 ib ni7 trMnvpr can FL NO.: 82514 NLV190MS 1 /2' MIN. EDGE DISTANCE 1 OadhFlloN CATE APPROYM METAL I A Aoofo Cww15 03/06/12 R.L STRUCTURE I 1/4• MAX. 0 REVISED PER NEW iES11NG 10/15/13 R.1. BY OTHERS SHIN SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. I SHIM SPACE I 1/2' MIN. SMS OR SELSELF pRILLING EDGE DISTANCE ifiri INTERIOR SCREW 110 SMS OR SELF ORILLINC SCREW METAL STRUCTURE 8Y OTHERS EXTERIOR 1/2* MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATrOW NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 13Y OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND oNTSEALAMBYOTHERST08E DESIGNED INACCORI74NCE WITH ASTM E2112 INTERIOR L TO BE SET IN 3EO OF APPROVED 1LANT 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR IfI^jII I l JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORAW OMC No. F.A. 08-00502 scuc NTS °`TE 02/23/09 —4 OF 9 L ROSERT040M4SP.E. 1437 W000FORD RO LBWISVILLE. NC 2MU 4-U40460 tawN.S&("'A •mm SIGNED: M242017 C, 111L I r r04, GENS SSE OF ; Lv Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2• MIN. 1• MIN. SEPARATION EDGE DISTANCE 1 1/4• MIN. a EMBEDMENT TA1/4' MAX. SHIM SPACE 3/16• TAPCON EXTERIOR INTERIOR ZLYAKAI IVN VERTICAL CROSS SECTION CONCRETE10SONRY1NSTALL4710N 1 1/4• MIN. EMBEDMENT MIN, EDGE •'o DISTANCE fp MIN. SEPARATION .. •. 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4• MIN. EMBEDMENT 1• MIN. EDGE DISTANCE my 00CA/IIOw mat AVMlO`ED A ADDEO CHARTS 03/06/12 IRL B REVISED PER NEW TESTING 10/16/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1/4• MAX 0 REVISED 0i5TALLATION DETAILS 08/05/15 R.L. rSHIM SPACE E RENSEO INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a EXTERIOR rj f:n j JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEjMASONRYINSTAUAT*N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06r22/1017 MI S AND O OORS "C650DWETMARKETSTREET GRATZ, PA 17030 5L11ft11f`/o /z G E NSF 9JI G SERIES 430 SGO fr- OF, 143" x 80' NON REINFORCED b EFRAMEINSTALLATIONDETAILSp• TAT o11Ane F.A. D«e wo. 08—y000602 aEv E O'/' Fs,'OlOR10P oacSCRLNTS 02/23/09 5 OF 9 LRO8ER10LOd"SP.E. I+3S WOODFORD RDLEWLSYCLE NC27= s R. Luis R. Lomas P.E. L q• 4SO.060 Aln"Rispocvm 6a511 RIDADO tS 1/2' MIN. IILv Ocscjwn*n 90c #"ROVW EDGE DISTANCE A AD= CNARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE MENT OR ZX BUCK 0 REVISED INSTALLATION OETNLS 08/05/15 R.L. BY OTHERS 1 3/8' MIN. 1/4' MAX. E RLVISEO WSTALLATION OEUILS 06/22/17 R.L. 1/4. EMBEDMENT r SHIM SPACE AX SHIM T— I 10 WOODCREW SPACE INTERIOR SCREW E MIN. EDGE DISTANCE . I EXTERIOR WNTERIOR J10 WOOD SCREW aSILLTOBESETIN 10 WOOD A BED OF APPROVED SCREW L SEALANT W000 FRAMING EXTERIOR OR 2X BUCK WOOD FRAMINGBYOTHERS OR 2X BUCK JAMB INSTALLATION DETAIL 1 BY OTHERS W000 FRAMING OR 2X BUCK INSTALLATION 1 3/8' MIN. EMBEDMENT 1/2' MIN. 4- EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLITTON NOTES 1. INTEAIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. Z PERIMETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORO4NCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 $GO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OIIAINt OMC MO. F.A. 08-00502 Scut NTS °A"t 02/23/09 s W 6 OF 9 L. R08EATO LOA"S Y.F. IAV MOOOP&M RO LEVASYMLE, RC 27= J344=4m halm SIGNED: 0&22/2017 S G E H S i19s i TAT SE OP • ZOR10T; G?\: W3 R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL I EDGE O15UNCE STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE I 10 SMS OR SELF ORILUNG SCREW EXTERIOR II II It II II II INTERIOR L TO BE SET IN 3ED OF APPROVED U.ANT 110 SMS SELF ORILI SCi METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAnON NOTES: 1. LNMPJOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARrtY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOR04NCE WII W ASTM E2112 MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. r SHIM SPACE ALA Atv OmftrTlon arc APP*W a A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUAE INSTALLATION SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC 650 WEST 11'LIIt////,, GES I/9' GRATZ NPAKtET030REET 0„625 *' SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS TATOFF OF•' clOR10? • 00wxoeAalecv08- 90 0802 E NA"1G Luis R. Lomos P.E. FL No.: 6251a su1[ are NTS02/23/09 7 OF 9 c. AWRTOLO"ASAE 14V" 0D0MADROLEWISVUE.NCznea 4i4. 69S0609 iabun e+amawcan 1 1/2 MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1- MIN. EDGE DISTANCE 1 1/4- MIN, EMBEDMENT OPTIONAL 1X BVCK TO BE PROPERLY SECURED 1/a- SEE NOTE 3 MAX SHIM SPACESHEET1 3/16- TAPCON EXTERIOR 1 1/4- MIN. EMBEDMENT MIN. EDGE :. v DISTANCE I 3' MIN. SEPARATION 3/16- TAPCON 3/16- TAPCON SILL TO BE SET IN v A BED OF APPROVED SEALANT CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS MIN. EMBEDMENT i'• INTERIOR 2 7/8- MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&AMSONRY VISTALLATION 1/4, MAX. SHIM SPACE 1 RCV 06Cftlnw arc APPRM A ADDED CNARTS 03/06/12 R.L, B RENSEO PER NEW TESTING 10/15/13 RL. C ADDED FLANGE WSTALIATIONS 12/06/13 R.C. 0 REVISED INSTAWTION ORAAS 08/0t/15 R.C. E REVISED INSTAUATION OCIAILS 06/22/17 R.C. INTERIOR EXTERIOR rj j:13a JAMS INSTALLATION ED TAIL OPTIONAL IX BUCK CONCREF64AASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. I. INTERIOR AND EXTERIOR nNISHES• 8YOTNERS, NOT SHOWN FOR CLARITY.. 2. PERIMETER AND JOINT SEAWvrBYOTHERS TO 8E DESIGNED IN ACCORDANCE Wi rH ASTM E2112 SIGNED: 0612212017 MI WIN6500OWS AND LLC tR ti` ro N, EWEST MARKET ST TEE S GRATZ. PA 1703E v •GENy, 9f SERIES 430 SGO t•••,//',a NONREINFORCED5 FLAN143' E I80"NSLANCEINSTALLATIONDETAILS ct TATOF p • i' cFs <ORIC; G: aunrowcMo. Ilcv 08 E iis ORA11` 102SCAO.rz NTS02/23/09 8 OF 9 LROOERruLOMASP. Lr A= KVOOFORO RO CEWISVVAE NC 2lat7 Luis R. Lomas P.E. 434410• 060 A ra+ulpu.mm fL No.: 6251a 1 5/8" MIN. EDGE GIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP t.4 1 1/4" MIN, EMBEDMENT F 1X BUCK BY OTHERS, 1X BUCK TO BE 1 PROPERLY SECURED Ilhhh 3/t6' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AMSONRVICONCRETE ACV ocscFvr " MiT APPW40 A ADDED CINRTS 03/06/12 ILL. B ROASED PER NEW TESTWG 10/15/13 R,L, C ADDED FLANGE WSTALIARONS 12/06/13 R.L. 0 REVISED 11MALIATION DETAILS 00/05/15 R.L. E REVISED NSTALLAnON OETALs 06/22/1? R.L. METAL STRUCTURE 1/2" MIN. B. OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP a10 ORDRILLINGSSCREW PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM ' 1 3/8" MIN. EMBEDMENT HOOK STRIP IC w0pp SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4 OOD FRAMING NOTES. I. INTERIOR AND EXTERIOR FEwSHM BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0£S/GNEO IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED HOOK INSTALLATION DETAILS oRNnc o.w Na F. A. 08-00502 uA1t NTS — 02/23/09 —9 OF 9 L. ROHER•O LONDIS P.E. KV WOODFORD RD LE WISV6LE NC:Mn AP4$ S-009 dbmasotswmmocom SIGNED: 0612WO17 S SE OF;&uZ zONA 11 G` W3 R. LoM03 P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFo FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 00NOTREOUIREWATERINFlLTRATLON. RESISTANCE. OVERHANG OVERHANG 10. FORANANCHORING INTO WOOD FRAMING TMOR 2X BUCK USET. 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. t2. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF. C-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM NOTES ELEVATION 9 TABLE OF CONTENTS DESCRIPTION I•-- I I are I AWW40 1 A ADDED CHARTS 03/06/t2 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FIANCE INSTAUATIONS 12/06/13 R.L. D REVISED INSTAUATION DETAILS 08/05/13 R.L. E REVISED INSTAUATION DETAILS 06/22/17 R.L. SIGNED: 0&22/2017 MI WINDOWSORS LLC 650oW MARKET STREETSTTEET 0 GRATZ. PA 1 7030IYS 9Ji L aSERIESa30/a4D XIX SGO 143" x 96' REINFORCED NOTES 51 o 07- 90 : TAT Of - MA F.A. a.c w. 08-00503 E Sjjjl?``` 011 lull R. Lomas P.E. scut NS64c 02/23/ L ROBERTOGONA.SP.E. 14121WOOFORO RO LCWWML E. RC 7702s 6094&,A m+ua®rnm,p..eo,,, FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX - MAX O.C. { 6- MAX I 6- MAX L 17- MAX O.C. 96- MAX FRAME HEIGHT 6- MAX X X SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of ANO 02 FOR OTHER UNITS RATINGS NOTES: 1, MAXIMUM PANEL SIZE: 4d ra". or P. MAXIMUM O.L.O.: u 3u'x 90 SB' A I(1)FL.ATMOUNTEO HwOLE SET(99-04.145 AT 3TV4'ON CENTER FROM PANEL 80770MNot. I(1) METALLIC TANDEM ROLLERS (99-17.19S) AT EACH Eno OF PANEL 80TTOM RAPS _ 6N3•TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK aV OESCft-M, A ADOEO CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHART/1 E REVISED INSTALLATION OETAILS WHERE WATER INFL IRA TION RESISTANCE IS REODUREO SEE AICrF 9 SMFFT 1 Design Pressure Chan (ps* Fans pbigM Slnpla Paaal and TOW RVI O VIb111 J0.0 Ja0 1 ILO 1 47.7 10.00 loaoo 124.00 143.00 Pot Np POt Np Pot Nag Pot Nov 40.0 60.0 40.0 7.9 40.0 SLo 400 460 4010 000 40.0 Sa.6 40.0 459 w0 450NI-1. 40A 59A.7 40.9 1 / 40.0 4Z3 40A 566 40.0 49.0 40.0 4J.7 400 40.0 CHART& WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEF MATE 9 GMCFT 1 Dos! n pressure Chan (pal Frame Sago ftw and Tara) kwm V dln („) 9M 30.0 1 J40 14L0 47.7 moo t0a00 12a00 14300 Pot Np POf Np 60.0 60.0 57.9 57A 48.060.0 ODA 54.0 54.6 a 45.0P2.059A 59.6 51.7 51.7 72396.0 5&tl 586 4A0 a90 a00 a00 r.MAQrl9 NumberoraficA loca0ontrpvlrae Fmm Snob Fend OW TOW Fram1 VVITJI (0) FWbN J0.0 1 J&0 4LO 47.7 f0a.0 1M0 1410 N4S Jamb NaS Jamb N4S I Jamb I Nay IJamb aa0 8 8 1 7 1 tl 0 6 9 8 aa0 7 6 7 6 8 6 9 8 PLO 7 6 1 7 1 8 8 6 9 6 9a0 7 8 1 7 6 8 I 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED ELEVATIONS oIIAA1c orc Na F.A. 08-00503 Wu[ NTS 5 Tc 02/23/09 2 OF 9 L. ROBERIOLOWLS P.E. 143.2WOWFORD RO LEWLSVdLE NC ZM''J al1' C3i-P6Q9 faomttpponr>yA eon ONE APPRwCo 03/ 06/12 RL 10/ IS/13 R.L. 12/ 06/13 RL 08/ 05/15 R.L. 06/ 22/17 RL SIGNED: 06/22/2017 1uulu,/ 7 J\ 5 1k.• L p ix i o S ••*= moo, TA OF :rv 0R1011• Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE OISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS L 1/4- MAX. SHIM 10 WOOD . SPACE SCREW j1O WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II II INTERIOR cwc v ev.a.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE p10 WOOD SCREW BE SET IN F APPROVED MIN, BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4 MAX. SHIM SPACE ftvwoNs otscownw DLit APPROOM A AMCENO"TS 03/06/12 R L r,xv 0 RSEO PER NCW TESTNG 10/15/13 R.L C ADM FLANGE INSULIATIONS 12/06/13 R.L 0 RENSEO INSTALLATION OETAR.S 06/OS/15 RL E RENSEO INSTALLATION OCWLS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK 1NSTALL4TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS OIMWNt P.L Np F. A. 08-00503 sow NTS 01E 02/23/09 —3 OF 9 L. ROSERTO LAMS P.E. 14V KOWFORD RO LEWMVUJA NC z= 4t.<, yy.p,o7 Aomas@4bmNlO.am SIGNED. 0&=O17 lk fill/ 1 44AY0707 x= Fs - Z OR10" zi1ONA U\ J Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR LF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES - I. INTERIOR AND EXTERIOR FINISHES BYOTNERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED W ACCORDANCE wTH ASTM E2112 010 SMS OR SELF DRILLING SCREW 1 1/2' MIN. EDGE DISTANCE INTERIOR yt0 SMS OR SELF ORILUNG SCREWS SILL TO BE SET IN A BEO OF APPROVED SEALANT METAL - STRUCTURE rr51 BY OTHERS 1/4' MAX. I- SHIM SPACE CA I CPIIVM RMSgIa REv oEscownaR DATE APPROVED A ADOEO CIWITS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADOEO FLANGE NNSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAIS 08/05/15 R.L. E REVTSEO INSTALLATION OETAILS 06/22/17 R4 JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 450/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS ORNwC Owc MO. F.A. 08-00503 SwE NTS — 02/23/09 —4 OF 9 L MOBERTO LOMAS P.E. 143? wo03FORD RO LE WISVULE NG 2-OJ 4344ss oeo9 admasV46mamocum SIGNEO: 06/22I2017 J\\,` R ! I L 0, J `'•'`EHSt`9`r 0 51 7 ; TATE OF ; O FS F<OR\ if ONAiU O Luis R. Lomas P.E. FL No.: 62514 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 I EDGE DISTANCE i I 1 1/4' MIN. 4 EMBEDMENT wr3/16-.TAPCON 4- MAX. IM SPACE r EXTERIOR INTERIOR 1 1/4' MIN, EMBEDMENT 1. MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8-• MIN, :f 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE! SONRYINSTALLATION 1/4- MAX. SHIM SPACE RCYO04 Rtv OE3CRIPIx1R CATE APPAMO A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESMI; 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED *WALWION OETAILS 03/05/15 R.L. E REVISED INSTALLATION DETNLS 06/22/17 R.L. JAMB INSTALLATION DETAIL OPTIONAL I BUCK CONCRET&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR ANO EXTERIOR FINISHES, BYOTHERS NOT SNOIW FOR CLARITY. 2, PERMETER ANO JOWT SEALANT BY OTHERS TO BE DESIGNED BVACCORDANCE IWTMASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143- x 96" REINFORCED FRAME INSTALLATION DETAILS MAW aAo N0. REv F.A. 08-00503 E scat NTS °`R 02/23/09 -1-5 OF 9 L ROiBERTO LOMAS P.E I+1 IVOOOFORO RO LEVYISVILLE, NC 2= Ju•Gd7.Oti09 Ieana04Rrra yer aan SIGNED. OWZ2017 1 1111i/0/,, QE OF l lONAl1F \\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. 0 FRAMING EMBEDMENT t 2X BUCK I BY OTHERS 1/4, AXi M. SHIM SPACE 10 WOOD I r SCREWEXTERIOR II I 11 11 11 11 INTERIOR III 10 WOOD I—\ 2 JU JU r SA BED OF IEAUWTBEASETIN PPROYEO DOD FRAMING OR 2X BUCK BY OTHERS 1 3/ 8" MIN. EMBEDMENT 1 / 2' MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUGx INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR RNISNES. BY OTNERS. NOT SHOWN FOR CLARfT1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE KITH ASTM E2112 1 3/ 8' MIN. EMBEDMENT T- 1/ 2- MIN. EDGE DISTANCE I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE REVISIONS RLv OCSCFWTION WE APPROVED A ADDED CHARTS 03/06/12 R.I. 0 REVISED PER NEW TESONG 10/15/13 R.L. C ADOED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISEO INSTALLATION DETAILS 08/05/15 R.L. E REVISEO INSTALLATION OETNLS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK IN$TALLAT14OW MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/ 440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW 0. c -. F.A. 08-00503 ScAu NTS lwc 02/25/09 s"W6 OF 9 L R06ERTOL00NSP. E I4J2 W0001FOR0 RD U-WWVILLF. NC 2= 000."s- 009 dbR z@kNxn q c" SIGNED: 06/ 22,12017 pENS 7 i+ 0 51 OF • a= NAL Illllll Luis R. Lomas P.E. FL No.: 6251 a METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE DISTANCE I C/l 1 Crl!VPE - -1- 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREW8TALLAT)0N NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTNERM NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8YOTHERS TO BE OESIGNEO RV ACCORDANCE 1MTH ASTM E2112 1/4- MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 IILvlsaxs acv I a1E lillAf/AOV1. A JADDED CNARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLUCE INSTALLATIONS 12/06/13 ILL. D REVISED INSTALLATION DETAILS 08/05/15 R.L 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. r SHIM SPACE 1/2- I 0MIN. EDGE INTERIOR DISTANCE 110 SMS OR SELF DRILLING SCREWS i aErE STRUCTURE BY OTHERS EXTERIOR JAM8 INSTALLATION DETAIL METAL STRUCTURE INSTAL LAT*N SIGNED. 06/2=17 MI WINDOWS AND DOORS LLC 11iNN' 650 WEST MPAK17030 EE7 a`1LR GRATZ. J\ElvSF9s SERIES a30/440 XIX SGD 1a3" x 96" REINFORCED FIANCE AaAiINSTALLATIONDETAILSpOF i" FS;cCOR10; FaMacNo. av 08 - 0050 E s/olll^I11?``` sole EE NTSO'1F 02/23/09 s"T73 OF 9 LYIs R. Lomos P.E. FL No.: 62514 L AOI ERTOLOMASP,E. I aoL 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 4 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EXTERIOR 3/16' TAPCON -1 1' MIN. EDGE DISTANCE 1 1/4' MIN. a EMBEDMENT a' . k1ISHIM SPACE r.3/16" TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE OMANCE 3' MIN. SEPARATION 3/16' TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MASONRY/ ( 1 ! (I I I ICONCRETE BY OTHERS 1 1/4' MIN, EMBEDMENT 2 7/B' MiN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 /4' MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLNSOK 14LV o[ScNP116N MSC APPROY'ID A ADOED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLwCC INSTALLATKINS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL CONCRET EU4SONRY WSTALIAT/0N NOTES: 1. INTERIOR MO EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER ANO JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 06/2?1Z017 MI WINoCWS DOORS LLC II JQ` WEST MARKETET650WSTREETC GRATZ. PA 17030 w•GENS 9U1% SERIES 430/ 440 XIX SGD TA 1 a3" 96" REINFORCED 551/co*= p IFLANGEINSTALLATIONRETAILSOFTRMM7No. RLV O S: c OR10P F.A.OS-0OT503 E ii S/ONA`1Ed` o.1cNTS02/23/09 6 OF 9 LROBERTOLOLKSP.E. I4JV KV00FORD RD LEV45VUE NC 270n LYis R. Lomas P.E. FL No.: 6251a 1 5/8" MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOT( STRIP f a 1 1/4" MIN, EMBEDMENT T 1X BUCK BY OTHERS. lit BUCK TO BE PROPERLY SECURED 3/t6" EXTERIOR ..J PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE METAL STRUCTURE BY OTHERS TRIM —,,, INTERIOR HOOK STRIP n(Vf90" Rev ocSUtivnon WTc MVRQVW A ADDED CHARTS 03/06/12 R.L 0 REVISED PER NEW TESTING 10/15/13 RL ' C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2- MIN, EDGE DISTANCE 810 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3' MIN. EMBEDuENT NOOK STRIP a S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKN1R700 FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISFIES, By OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND lOWT SEALMR BY OTr+ERS TO BE 0£SIGNEO IN ACCORDANCE WRH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS t111.m: ac na F.A. 08-00503 se Lc NTS lo^x 02/23/09 IUW9 OF; L FAWRTOLan" P.E. I4n,VOO2FoRO RO LEwumLE. NC 27022 3r639.OWJ r0orrufBrtlmat7o.mn SIGNED: 06/=017 luttuu/ R. to TATEOF "Nun NA ` 1 1\\ Luis R. Lomas P.E. FL No.: 62514 14 E Business & Professional • - gulation BCIS Home I Log In I User ReglstraUon I Hot 7bplcs I Submit Surcharge I Stats a Facts I Publications I FSC Staff I BCIS Site Map I Unks I Search I r0USoduct Approval I USER: Public Userdt* Product Approval Menu > Product or Application Search > Application Ust > Application Detail 0 OFFICE OF THE FL # 19L9174-1112 Se CRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Emal I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauly WD2017-OO1R2 Evaluation Report - FL 9174.PDF Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 FL v# 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 H 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoplement Chart slaned.Ddf Impact Resistant: Yes FL9174 R12 H 324620 P16 Jamb Connection SUDD sioned.Ddf 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 WD2017-001112 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 11 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P31 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop slaned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 1 5120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.901-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 11 0230-318960-P10 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 H 324620 P16 Jamb Connection Suno 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 Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 11 0231-318996-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FL9174 R12 II 307494 P11 Track Suoplement Chart sianed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD 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 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sInned.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sioned.DdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 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. Limps of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart slaned.pdf FL9174 R12 H 324620 P16 Jamb Connection Supo sioned.DdfImpactResistant: 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-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #02331. 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sioned.Ddf FL9174 R12 II 324620 P16 lamb Connection SUDD sloned.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 FL2174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL2174 R12 lI 307494 P11 Track Supplement Chart sipned.ndf FL9174 R12 II 319040 Pl Post Istall Instructions sioned.pdfImpactResistant: Yes Design Pressure: +30.00/-33.50 Other: FL9174 R12 li 324620 P36 Jamb Connection SUDD slaned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.Ddf FL9174 R12 Il 319040 P1 Post Istall Instructions slaned.pdfImpactResistant: Yes FL9174 R12 Il 324620 P16 Jamb Connection SUDD sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limps of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0600-319026-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 11 324620 P16 lamb Connection SUDD sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 512015140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 lamb Connection SUDD sianed.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 I5120/514O/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. 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. 16' Max width. 10' Max height. Max section height 24% Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 If 0602-319028-P6 S.odf FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sign d odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 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 0603-319029-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. B' 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.Ddf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.pdf FL9174 R12 if 319040 PI Post Istall Instructions sloned.pdf FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 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-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.pdf Impact Resistant: No FL9174 R12 It 324620 P16 lamb Connection SUDD sioned.odf 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 Thlyd Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24' Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 lI 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sianed.Ddf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.DdfDesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 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. +39.201-43.70 Other: 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 II 0609-319035-P6 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/960D #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-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 1I 324620 P16 Jamb Connection SURD sicned.pdf 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 R32 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 Il 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sinned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odfImpactResistant: No Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Back E, Contact Us :: 2601 Blair Stone Road. 7briahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.275I1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please crick JIM. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope 014 D. TyOA_'' No. 46718 0.. STATE OF SS/ONAI. E\.. 11111111 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 ANSYDASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model # 9605 9605 9605 9605 9605 Door Size 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 318950-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 sf 39.20 / 43.70 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation `O N :T,y QQ . 1.ICEly4' •,0;g - 7No. 467?8 :"yC11 STATE OF 2 .,SiQNAL FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-126 \,\ Impact No Yes No No Yes Rating pQ- Table 1C — Doors under Evaluation 1111111/11 No.46718 STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. k Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' IS' x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion F ORIDP'•• j E . NA i Z t0i 17 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51h Edition 2014) and 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. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any I company manufacturing or distributing these products. i 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 L,:Z4 Gordon Thomas, P.E. FL PE # 46718 ImVF . 1. NOM4UPACT RCnTAMT OLAZM O RON - OW MNNUN So 0"0 N YaDED FRAMES SCEYtO 13 CA NORR ANGLE TOGETHER vsvw A MIO4UM OF (I) ALI' SORENS NSTALLED N TOP ON NIERYEOATE SECTION (WTH OR TIDNOIT OECORAW4E y1SERTQ MEET' UIOFORY STATIC DESIGNPRFS911ES SIONP ON THIS DRAWING.ORAWD"'O"a 13 GA FLAG AMU- SMALL RAW A N MUM HEIGHT OF 1173' AND A UM L YAQMENGITIOF 16.73'. GAm10 IS NOT IMPACT If GA NIN HOR2 RESISTANT AMC DOES NOT MEET ME REWIREwEsTS FOR TRAP( TYm- OO ME GENE REGIONS 3/ 16. L WACT RESISTANT GLALNO OPTION - IMPACT lAC RESISTANT GLAZIM SMCM MAY BE INSTALLED INIOP MIN3 AS OR NTERYELIATE SECTION (WIN Ot MTHOLR OECORATK SHOWN) ULSE GU7WG SMALL BE 1/4• YMRmDN-AR 10 CA MN KAT F0. R UR EQUAL GLAZING WALL HAZE A TRACK YA) NY MOGHT OF ISM' AND A MAX" LENGTH OF saN'. OA21MG M QrACT RESISTANT AND DOES MOST OCTAL 0 NTSOUL FACTOR' 1 WNK OR MOOD GOON STOP NAMED A MAWAIM OF C 04 UVST OI£nW TOP APO BOTH FADS OF PANELS MINIMUM 7/14' TO MEET NECATIYE PRESSURES 4. KEY LOLL AIDE LOOKS, OR OPERATOR REODRED. 13 CA SnFFOEtr S. SECTION SMALL BE OOISTRO= WM FOAMC) N JAMB BRACKETS PLACE POLTIRETNANE FOAM INSULATION C EWCAtLY SEE SCRELA E FOR BONDED TO 30 CA NMYW FACER STEEL AND A ORARTY. LDOADOP, POLHANNA7E eACEA OR 32 CA STM SACiEIL 00 AND TYPE CAP TO IDLE A MINONY 1.1, OETON. R. THE DESIGN OF ME SIRPORTNO STRUCIUPAL KEY LACK OR SLIDE LOCI• ELEMENTS SMALL BE TIRE KSPONSIDUTY OF 111E BORN CI05 (NOf POOFISMONAL OF RECORD FOR TIE BVIDRC OR RfDIRiEO WIN OFDUl01 SYMJCTIRE AND IN ACCORDANCE WIN CURRENT BUILDING SEE NOTE 4) SNIDE OWES FOR INC LOADS LISTED ON THIS ORAWAL LOCK SH 14 F01t 7. DOOR JAM TO BE MRIMIA 2a6 STRUCTURAL GRACE C ARTT WMBEP REFER TO JAMB CONKECIION SUPPLEMENT FOR f(DlE: (4 SECTION SOD ATTACHMENT TO SUPPaRTIM SIRUMOE. DCOR SEE SKMT 2 FOR U-BM LOCADO S e. LCOVER OPTION - .Ow MDRM LOUVERS N MOLDED ON DOORS WTH OVER FRAMES SOIEIED 100MER WM A UIDDM OF (6) SECTION (RIANM1ES AND Mr SOtEWS INSTALLED III WE BOTTOM SECTO. WRS ARENOTIMPACTRESISTANTANDDONOTIEEESEE NOTES I AND 2 at THIS SHEET FOR CLAVC THE RECARISENTS FOR WTO-BORNE OMM REGIONS LL111YERm SECTION IElOU3E5 ovinATaN SInE 70 BE SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOORHEIGHT UNIFORMLOAD Lux JAMB (PLF) YSDM 10' d ALL 207.2 -2=4 1{-O' ALL 4Re1 - IA IYd ALL 4155.1 -1 mo IQ-0' ALL IZI.S -144A_ YLII I I IPP ITT yNE J Kp''%, fie.•' LLf:E/'if;•:'(/' o:' :ip ND. 779454sHIawry R1o.o Nw court NOC aI3 R PC YIMa a K IUtY FRO OMWA DON" SEAL PDWO MY IS lywwGf6Y O % moo Cmfm f:N11 FEV" CA 010 CAP JAMB 8RACKET SCHEOULE DOOR IE1DNf 00. OF S y TSJAMB GRACXCTS MEASUREDFROM BOTTOM 1r TYPE PEOFTRACCALLOOEN90N5 ! Y1 r- f co 8 1 2>-T a 34 45-/ 4 0. or a FAT .! 10" .8 71-3 , a . ya 4 JB s3 A tal 34 tQ4 SB [ Ax wr sm.73S W-W 5 e FAT 8 1 JB 21-3 4• B. 19-3 4' JAI 40 A 51-1 1 L101, W (AX 75-1 A 6-C tIFT NTwISM NOTE BELOW S F UC x DEUE s1EET a 1 4/17/0B UPDATEDMILEe/16/ 10 CR31526 MD IMI& AND FOLLOWNQ OMD=QM OFNOITS SOTTm JAMIL BRACKET ATTAO® TO TRACK WIN 1/4-1GA/li' TRACK BOLT AD NUT. F0ILOANG COMMON DENOTES OACK INSTALL 4AMS BRACKET INSTALLED N RITTU6LY SLOE NO ADDITIONAL NAIWARE HMO TO ATTACK TO DUCK. DOORS WIN HIGH WL ROOF PITCK AD/OR OEAIFR THAN f N WONT RMIRE VSE OF CONTONOUS WALL ANGLE SEE SUPPLEMENT TRUCK CURT FOR OETALS. STATIC PRFSS{QtE RAZ APPROVED AZES SCALE N.LS SIZE A Wayne Dalton. DESIGN PSF + 2180/- 2680 MAX DDlll: 1C-0" GATE NAME DST P.V +3585-•{ 3.20 YAX MpC1T: V_S' WN 3/B/KM GIRT WACTIC=C RATED (1FS/ NO): YES MAX SECTION HO. 21- 4/B/OB IDS GARAGE DOORS MODELS 5120/ 9100/9605 SHEET 1 OF 2 OIYl90N OF OTEDEAD DOOR CORF ORAWNO PART NO. REV. POVE WCGL/L FL DADOMONA33=4 VANOLOAD SPECIFICATIONOPTION CODE 0230 318960 P10 a ESQ 4-Oslo 13 CA ADJUSTABLE TOP "Am OVER OITEM& IO 13 CA ADAMAOLE FW RE ArV0 Nm6 '' NIXES FJCN E FACING UPfMD TOP FUMJRE W MOTION OF U-BM AND ATTACH THIN d0 CAP AT91" RACE THINh• PrtiE /S T / wS DR aotl9uP1VFE FOR STANDARD TRACK AND (3) 1/1-14w7/B• SEF CM1HC CIIXIPITTE SC/IE16 FOR LOW NEAOROOII OUCH( ((2 OF °. Z%" ARE USED 70 ATTACHEDEDD THE TOP DETAIL A ORNMET AS } LOW HEADROOM TRACK IS CA ROLLER STELAE ATTACHED TO PRE-PIHCIED HOLES IN lop OP U-BAR V-MAR TOM MORAL AM IMM NTH (2) 1/ m!tl/! WPTITE SC !CLVYERAUNOTEINSTOLlOENSUREPROPERwOWENTOFROUER.S --1 13 CA HINGE ATTACHE MTH (y 1/s-,{r3/!' CRINTTE 5O1[WS (2 OF W!CH ME FACTORY ATTACHED) 2' NYLDN STCOLSIRD ROLLER WITH 4-1/2' STEM DETAIL R 16 CA WJIOE ATTACHED V-DM OVER VAIN (Q 1/4-206/e' OIN(2) 1® AND ATTACH CIDOPRIE smm (2 OF VATR (CFWTlT1/4 NDCH ARE FACTORY ow-PVNC® HOLES AT ATTACEA 3 OF VEOOH EACH OHT3MFDIATE LANCE ME READ INSTALLED OrIO lDCK11T01 (/ THORI fLRM,HE TOP LEAF. AIE 1 OF SIU N O /ELD MRTAIIED a u-eM ANTI 9oPC 1014E LEAF ILO 1 TNRU THRU FIHE-ROC® LACE WED OP V•AR AND IN V DETAIL WMCMAL w OF SECTION) C 12 CA MOTH BRACKET FACICRY ATTACiD MM ' 3 1 EICaS/!' PLACE WM INTEGRAL M NOTION DO10 a parrOu SOREeb--1` BRACKET AND ATTACH DIRU EIHO CAP AT VICH Om P(/SaLSJ SELF ORILHG7TORDPACT REWANCE, SlgMl ANo 117E (I) 1/4-11A7/B' SE2F OIOIINC OgWPT THE 60111M BRACKETMUSTBCSCEEED10 THE MOTIOH . • SCREW ACROSS 5011ON Of THE BOTTOM U-BAR AT U-BAR HTH KOLE 11ON. 2) 1/1-iHR7 Sfu DETAIL D OSREEE HINGE LOOT 1lSE ( ICHED ham CIONPIITESCREW AT ALL RHEA 110ACT BOTTOM C PRE -PUNCH NOTE LDGATHOM MAIL TOOS SIECT. Ne. J KQ AJ'''. Q P: • 7cEirsF •R!lq N0.77045 *: pO,'•, STATE OF rrrrlrn171A` O• AM 1 ROYA9L R Hrn oMAar M!!1O Iw IIOWT 1aL Mo M1R71M]RR1110141 Pllorl59O11L D171i817 OPAL Pm1DB1 O&Y IN 4DOpCATm1 W IVAILOAD 0Mf11 R'O W OCE" WN STAMSS MTN STA ESS • • • BACOD RUBBER eASHMS 3-I/ r IF MAX UURACAI l SAC H eeiNiavNUCIUernµi I I FACER STEED n.J_ - D DETAIL E DETAIL A USED ONLY am IMPACT GLAZED SMIIQI - 11 CA RONFORmENT ATTACH BOTTCR BRAIX7 TO MOTION U-MM VAIN (2) .• 1/4-14a7 MY OMWNO eRACK]]EET A TTACHED ( 3) E(E(C SF (IXOLUHO47 1/!' m 11ye CONPTIIEscum (21 LOGIE THROUGH BOTH INIECRU BRACISM AIM U-MAR) • SHOMW DETAIL G (4) SMIKIN DOORS V.(3)u-4g r, leC.A. 1 1 A-ria7 B' SAF ORLLINO C70HPTRE LOCATED OVER AT IFR lDE OF ODOR TION Grimm R!3 AS J-SIRIT h OPERATOR BRMO:T. SHOW J-57RUi ! SCREW OILY UGUIREO OPAp C.AffO SELTICHS SEE NOTE 2 SWEET I ox,, DETAIL F H} AO ATfA(?NENE NAhS i ALL U-OARS SH U. ME RACED PER INTEOML =5 ANTI ATTACIEO TOM PRE -PUNCHED HOLES MTH (2) 1/4-14d/r RW CPTITE SCE" AT EACHCIFiWEDIATE IENOE LOCATION. (2) 1417/!' SELF dW WC CRM09 E SCENE AT EACH 131D MC I" CI" BOTH U-MARSON BORON SMITH - SEE OFTATL a AND 1, RIMS SOLI} (2) 1/hlhe/e' CJNIPTHIE SEEES APPRWm1A1ELY t®WAT p ENO OP 00011 AID INTERMEDIATE OUNCE LOCATIOL APE ( 1) 1/4-146/!' CRNPOTE 5O1EW AP FIO) IMMELY Ir FIMN EACH END, FOR ODOR My1H5 GREATER THAN Or -Or. INURE SIMLL SE A TOTAL OF (20) =WV3 ATTACQMO EACH U-OAR DWI OOTH U-MAL6 ON 4011O161 SECTION S+IALL HAVE A TOTAL OP (N SEERS EACH. :TIR Doan MDTNS lrec THAN a EOwL IT-O'. THERE SHALL CC A TOTAL OF LIMA sCRYS ATTACIRc EACH V-SAR EIIOPT BOON V-lARS ON TTOLI SECTwI xOl-SIRIICTURAL OECWGOVE WALL HAW A TOTAL OF (IE) SEEES EACH. OUTER linum TRW I tlM THE EJCOIION IM THE (M) PRE-PUROHm HOLES IN TIE TOP OP MACHMLASEDFORATTACMENTofTHERCLLJRPOLYCARBOIAIESLMESANDTHE ( MJ7 PRE -PUNCHED HOLES IN TIE OOTHOLC Of EACH 00 USED FtlR THE ATTAOOENT OF THE TOP TONJE AM UIGM NOTED OIHERE6E ON THIS SPECIFICATION CbAVO14• ALL /HIE-PVNO® NO= Of ALL U-940 SULL BE ATTACHED TO 111E DOOR MTH 1/4-I46/ir 011114"FE SCREWS 1 18 CA U- BARS SHALL ME STAMPED 'HHr APPRODNATCLY W PROW EACH END a alton. GARAGE DOORS aWSICH v OVOINEAD DOOR Co 33MS ADolmx DRIVE AS UPDATED TIIIE ODCH F o& N LED poi AxOMODELS5120/9100/9605 1 514WT G OF G DRAWING PART Na REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 I P10 i— 14" MAX i 12" MAX 12" MAX I 12" \ i' MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAVE A WOW' K QCn Wrf *QAD 1W MOUNT IOC aw R PC 77HS 1% K 117"s vR mmoNAL 010Nm1 s sm PROVIDED WILY FBA vowr- Know Q a OAN5111UC1IAN wr" PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CUP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/ 16 SEMI TUBULAR RIVITS— r 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE CK 1/ 4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT 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 wriumn p: 11milglemilmylim DESIGN PRESSURE CHART VDNMOTX1Ri MAX PSF 46. 0 PSF —52.0 PSF 19'- 0" 16'- 0" 46.0 PSF —52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF ANGLE 12 tE8 TO SLOB PSF FOR At WOflKS 1 ' TEXAS WALL TO ' cONnNUOUS IGLE'. ADDED ITE LLOUNONG 1) AN NCHro I/07 IGO FORMAT. Iaces 1600 to MATH OVERLAY UPDATED NooELs IF.O 1N CHARTS IATED SPUCE t CLIP 10/05/ 07 TO D4/ 11/ 08 DVANDED 1- 1/2' TO IS' DOOR THICKNESS RT UP TO 14' NICK. 12/II/ OS UPDATED TITLE x a/ 2/ 90 UPDATED TITLE X REMOVED CHART. 11/15/ 13 UPDATED TITLE 94;r sq- DATE NAME ORAWN 8/ 21/07 GRT T7KECKEO 8/ 21 07 LLRO SHEET 1 DF 2 3395 ADOISON DRIVE DRAWING PART 00. REV, TRACK SUPPLEMENT CHART PE" 830)474-989032514 307494 P11 2 3/4" f1" REVISIONS EDGE DIST TRACK-GLIDS-TEXAS WALL ANGLE 12 FOOT UPDAT 1 8 N 2-24 Bpi 0/1111/03 E60XX MIN. 1 /8 2-24 3 UPDATED FORMAT. CEDED ALLOWABLE PRESSURES TO MIN 3/16" THICK ae.00%52.oD PSr FOR ALLDona vaonHs STEEL FOR MOUNTIN CHANGEDAS WALL TOC`oONTMOUS5/ 16" x 1-5/8" WALL ANGLE ALL ANGLE'. ADDED SUBSTRATE NouNnNc LAG SCREW OR DETAIL CHANCED TO TE EQUIVALENT INTO 411 7CHOR4 MIN 2 x 6 NO.2 TRACK CLI 4 CHANGED FORMAT. SPF ( G=0.42) OR _ _ 800 BETTER AT EACH 1/4-20x9/16" AND eoz4 WITH OVERLAY TO SCHEDULE. CUP HOLE OR PAIR OF TRACK BOLT AND GRT 6/21/07 HOLE LOCATIONS 1/4-20 HEX NUT UPDATED MODELS IN MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL UPDATE ¢ LISTEDCUP OLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE PS UPDATE MOUNTING DETAIL DRAWINGS MIN EDGE GIST ATTACHED TO SUPPORTING STEEL an 10/0'/7 WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. ZONATE THE USE OF E 6 cuP (SSPUCEO WASHER AT EACH HOLE OR PAIR OF e6TMmq AaKoss THE HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 4" . 5 UPDATED STEEL MOUNTING R6 04/11/08 DETAIL PC d EXPANDED 1-1/2- TO 4 3/ 0• DOOR THICKNESS CHART UP TO 14' HICI, GRT 12/11/06 PIG ADDED MODEL 6700, 3/ 8' SIMPSON TITEN HD, UPDATED TITLE ERoac 2- 3/4" MIN EMBED INTO G" 6/2/l0 2000 PSI CONCRETE 1 UPDATED TITLEMIN BLOCK. REMOVED CWT. AT EACH HOLE OR PAIR WT 11/13/13 OF HOLE LOCATIONS 111 I ( I P12 UPDATED TITLE atom WALL ANGLE J t(b Esc 6/13/17 PAXAE1/4-20x9/16" .•• ... i TRACK BOLT AND •'' ICENSF . j/ CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT O: i TRACK CUP z* : No. 77945 STATE Xk. •• OF ORiD ANAL N``•` 1111111\ Wayne DATE I NAME Dalton" DRAWN GRT Hsi CWNir R OIF1w r jj GARAGE DOORS 8/ 21/ 07 CHECKED 6/21 07 MR6 SHEET 2 OF 2 wartHorsam(./ R HR ma t1I re "1",3395 lJ V' ADOISON DRIVE DRAWING PART N0. REV. rRorEssoNA ENaNHara 7fA1 rR6MDED °`r VMFICAM° N s Nwln.o C9N51RY1'11°N ofKNts TRACK SUPPLEMENT CHART PENSACOLA . FLORIDA 32514 307 494 P 11 650) 47h9890 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 MO) 474-9890 yv1E J KpR S. .ICEIV.?, No. Haas STATE OF •. F ORIOP . ' 4 QNAL ENG• LRwuu OWA\TE a ROIO , PE 4m CDUMY KOAD 140 Ywm Mom ONID 1. K 7M43 Tx R 1174N 1 B' MAX FASTENERS PER SCHEDULES 1 THRU 4 MAXIMUMSPACING 6• MAX Y za3 J3 @NCR LOOC FRN POJE R LUMBER 4' a• 2-3/4' 2) 3/E' SWPSON TTTFII NO SCREW ANCHOR NTTH A 1 1 4' WASNEA AND A WNIMUM EMSEDUDET DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. MINIMUM 2tp0 pgDftL OOIX NOTE* MAXDMOM DESIGN LOAD CAPACITY OF 2063 LOS MINIMUM 20 STRUCTURAL GRACE LUMBER FOR ATTACHMENT TO MOW SUBSTRATE OR MWWUM 2x3 FOR ATTACHDIENT TO CONCRETE AND GROUT FILLED CUU. TYp. SEE DETAILS 1. $ AND 3 REQUIRED FOR VERTICAL POST ESINFORCING SYSTGA DOOR HEIGHT ODOR WIDTH 114 AI 2XI /3 q NEADEA Loac SOUINERN PWE Bit"Me WM IY 4' 4) 3/B' SIYPSON TTpI ND SCREW ANCHOR WITH A 1-1//4' WASHER AND A MINIMUM EMSEDmo(T oom OF 2-3/4' AND A UNIMUM EDGE DISTANCE OF C. ILMINIMUM2000PETA51GIlOIRFlLI F C11U NOTE` MAXIMUM DESIGN LOAD CAPACITY OF 2400 LOS MWOWM 2.6 /3 C. HEADER LACK SOUTHERN PINE BRACKET LUMBER 4• 4• 1_ 1/2• 1-1/2• 4) 3/B• VIA. LAG SCREWS WITH 1-1 4' O.D. WASHERS. LAG SMALL NAVE A MAIMUM PENETRATION OF 1- 9 • INTO THE MAW SUPPORT MEMBER DET. L CN LOAD CAPACITY OF 2430 LBS SHEET I OF 2iirim P17 UPDATED TFIE BLOCK ESC0/13/17 I JAMB CONNECTION CONNECTION SUPPLEMENT DRAWING PART NO. REV. PROFgamDIIINETIC3scatPIOVDmcmIbI324620 P16 vO1PIrAnMIY a IM1ml0ap marwcnoN RTARi Wayne Dalton. GARAGE DOORS 3395 AOOISON ORIVE PENSACOLA. FLORIOA 32514 850) 474-9890 OWAYIE L EgN69y PC S7f c6uwcr ROAD 1N MOUNT NOPL ONO TL PE 776A6 T2 FE 11706 PROFM&RAL E WWM- `6 SEAL PROVM ONLY FOE YDOAOARON OF 6TDLDAO OWSTRWIM OETALL MN 2500 PS CONCRE WZ- MAX ALLAWABU LOAD MAY EXCEED TIY LOAD OF THE STRUCTL OF LUPPORTWO STRUC BE THE SOLE RESPON' THE PROFESSIONAL OF FOR THE STRUCTURE umAL 2 3 4• ED 015F 4 3/6' 9MPSOa TITEN ND. 2-3/4' MN EMBED. WN 8' BETWEEN JAMB BRACrEF LOCATION JAIL BRACKET 1/4;1Ds9/16 YRACJf BOLT ANO 1/4-20 Hr71 N TRACK MRFM CONORM MOIINNNG GFTAII MIN 2 a 4 SW (0-0.42) OR BETTER WALL STUDNCLTE::Z ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD Or THE STRUCTURE. OESM OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY Or THE PROFESSIONAL OF RECORD FOR THE STRUCTURE Q • 945 cNo. n FLOR104•' X4 v fL, ONAL 5/16' FOR LAG SCREW WIN 1-9/3STUD((2' E/M/BE))D N CENTER OF JAMB BFOR EACH RAdCET LOCATION JAMB BRACKET t 4-2018/16• TRACK BOLT AND 1/ 4-20 HEX N TRACK GtlIF('. T WGM MfE INtINC GRMI MAX 420 LAS AG FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLDCK ESC 6/15/17 1 Florida Building Code Online1/2/2018 1-7 r db' r of product Approval n 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 0 Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature' Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 S' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 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 L,': Equivalence of Product Standards' Certified By k f'r*ov ' Sections from the Code https://Ooridabuilding.org/pr/pr_app_t).aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No 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. 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 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. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II 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 SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes 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 wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: MK3ME' M Credit Card Safe https:llfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF AL12 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 01, WITHOUT CONSIOEMTION OF TOLERANCES) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANOIORTo THE NOT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM($). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3INCH. SHIM WHERE SPACE OF LAS INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 11 WOOD SCREWS Olt 11 GAUGE ROOFING NAILS OR 10d COMMON NAILSOF3V NT LENGTHTOACHEVE 1• Ir4O MIHMUMEM6EDMEICTINTOW000 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN, 3/B' EDGE DISTANCE. AN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE /8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A OWIMUM OF 3 N N N BEYONO METAL WALL. INSTALLATION SMALL MAINTAIN MIN. 3/1- EDGE OISTANCE. THROWN FRAME I WTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I.3/ZINCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATL THROUGH FRAME INSTALLATION: FOR INSTALLATION THROWN 1X 8UOL70 CONCRETE/MASONRY, OR DIRECTLY INTO CDNCCETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1N INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN.13/A' EDGE OISTANC L THROUGH FRAME INSTALLATION: FOR INSTAWITION INTO METAL STUD USE RIO SELF -TAPPING SCREWS OF SUFNCENT LENGTH TO ACHIEVE A MINIMUM OF 3 TMRLAMPENETRATION BEYOND METAL WALL. MINIMUM EMBEDMENT AND EDGE DISTANCE OWDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, W= VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING FOR HOLLOW BLOCK AND GROUT HUEO BLOB 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR IONTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EOGE OF MORTAR IO T INTO FACE SHELL OF BLOCK. INSTALLATION ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANO ANCHORS SMALL NOT BE USED IN SUBSTRATES WRAP STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ME BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF OSS, L CONCRETE -MINIMUM OMPRESW4 STRENGTH OF 3000 PSL C. GROUT-FILLEO CALL UNIT STRENGTH CONFORMS TO ASTM C."WITH MINIMUM COMPRESSIVE STRENGTH OF Z000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOW BLOCK CAU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSNE STRENGTH OF 20M PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47.8 MR (0.0075 or ID GAUGE). MIN. 1/2' COG( DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063.TS. MINIMUMWALLTHCNESS OF 1/16'. MIN. In* EDGE OISTANCL rSilverline SILVER LINE BUILDING PRODUCTS b:AndCISe(3 SERIES 2900/4900 M711 EXTRUDED VINYL SINGLE HUNG WINDOW m(MI4A` A1` HO-TH"ws% x,u HNq• NLPv'1-rildoo GENERAL NOTES L THE PROOUCf SHOWN MOIGN IS DEIGNED AND MANUFACTURED TO COMPLY WRHTHE 6TH COITION FLORIDA BUILDING CODE (FILL EXCLUDING HVHQ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: MMA/W0MA/CSA LOIAS]JA"O-Wll 2. ADEQUACY OF THE OOSTING STRUCTURAL CONCREWMASONRY• ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILDY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. I 1K AND Zx BULLS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT RERECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONOITIONSCAUSE INSTALLATION TO DEVLATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVMZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MI AMI-DADE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM a REQUOIEO ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE ITH COITION FBC WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL 6E OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E UDO GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS NON -IMPACT) TABLE OF CONTENTS SHEET REVmm SHEET OESCR TICRv I INSTALLATION & GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL 6 HOR=ONTAL SECTIONS (NAM FD4 1 VERTICAL 6 HOP=FITAL SECTIONS SMOUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATECIN, d GUIING DETAIL MAX OVERALL STILE C am' DESIGN PRESSURE EM ACT RATINGWIDTHHEIGHT 36• BA' O/x 35 / -35 PSF NON IMPACT 3/' 66' OAK 50 / -50 PSF NON IMPACT 98• 74, O/x 50 / -50 PSF NON IMPACT 36• TT O/x 35 / -35 PSF NON IMPACT M• 6r O/x 50 / -50 PSF NON TMPACT 48' 7r O/x 35 / -35 PSF NON IMPACT Ar 14' O/x 20 / -20 PSF NON IMPACT 5r 7r DIM 25 / -25 PSF NON EMPACT 36- 63a5- O/X (ORIEL) 35 / -35 PSF NON IMPACT 46• 96- O/X (am) 20 / -20 PSF NON IMPACT 72' 6r OM-0/x 35 / -35 PSF NON LMPACT 7r w O/xOM 35/-35PSF NON IMPACT 76• 6r O/x-O/x 50 / -50 PSF NON IMPACT 76• 7r O/)(O/X 50/.50PSF NON IMPACT 76, 77' O/x-O/x 25 / 25 PSF NON IMPACT W7P O/XO/x 35 / -35 PSF I NON IMPACT 74- O/X.O/X 30 / -30 5F NON IMPACT for 6r O/XO/XO/x 50/ -50 PSF NON IMPACT l00• 7r O/XO/xO/x 50 / -50 PSF NON ZAPACT lOr 1P O/XO/xO/X 25 / -a PSF NON IMPACT GIH * 0Wwd by l W w'-F F. NMM P.E P—m In oao:20170815 ,6.t,Ae o.vD AK YT•- %tom'-, tIN 1 ll%uxj s Z$ 1 002 OF 6 MAX FRAA HEIGHT 91 MAX FRAME WIDTH 4w ELEVATION SHIGUt HUNG WINDOW MAX FRAME WIDTH 96' B e , S F 5 C MAX FRAME HEIGHT 74" A 0 s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CO"WRATIOMS PDR ALL Ss01-4901 RATINGS, smu ONRCONHwuTIoNs QUALIFIED CONFIGURATIONS ARCH TOP CONAGUPAMOW FDRAU.2s Z aU RATINGS, f WW UN T CDNHGURATWNS F MAX M HEIGHT L MAX FRAA HEIGHT 94 MAX FRAME r WIDTH46- ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH lOB' TRIPLE SINGE HUNG WINDOW SilverUne UAWtlsen YI OOV .0000 Oaf SIIvBRD(O Nf winHemcvlawaze c+Iaustloo n r8 VfF „ Z h N J W Q < LC W j: p<W g y UI mOry2 k c K1 CA USf 15 7-j V1NaQ = V) DWG 0: SWD00; SHEET: 2 OF 6 2. MAX FROM - CORNERS 11' MAX O.C. r MAX FROM CORNERS L Lam j u' MAX O.C. r MAX —{ {— 41/2' MAXCOFROMrIIO.cl 4 L/r 0.4 NVR.— OrWITyATOP 30FIF 4 MAX Jwgt.f A.4260MA1A%.' Oc FROM TIEmAoA.A4a3u CORNERS ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 41/2- MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG W WOOW r MAX FROM CORNERS V MAX O C. L`MAX FROM CORNERS 4 _ 6- MAX O.C. ANCHORLAYOUT NAIL FIN - TRNLE SINGLE HUNG WINDOW MAX MAX . FROM COO RNERS O.C. V MAX W MAX FROM Ir MAX. FROM 12 3/4• MAX CORNERS O.C. CORNERS 20' MAX. O.C. 6• MAX FROMCORD" L 1 ANCHOR LAYOUT 1HR000H FR WW - SINGLE HUNG WINDOW 16 L/r MAX vr MAX O.C. O C L 6' MAX W MAX. FROM ANCHOR STRAP FROM ANCHOR STRAPCORNERSP/N SEE SHEET5 FOR DETAILS CORNERS P/N 50-2"5-2 SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW TN1WUGH FRAME -TRIPLE SINGLE HUNG WINOOW ' Silver Line L.vwersw 971. ore Ehave-L ORM W.Tw.. $*V4=wor» M netf vsm. um . C>a h a - iLLZia- n J a m a KOttoa o. a W a a 1• m HJ O G z i W W FLu Lu 0 PT`- JJJJJIJ , ; Mtn mz 15 _= vZ v v h VG 4: SW0002 IEET- 3 OF 6 CONCRETE/ MASONRY BY OTHERS 11/2• MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS , 'a 2X WOOD BUCK BY OTHERS SEE SHEET 6FOR CONNECTION DETAILS 3/8' MIN. a8 WOOD SC11Ew EDGE DIST. INSTALLATION ANCHOR EXTERIOR QSHsTBYoTHEa 1/4' MAX. PERIMETER SEALANT f \ SHIM SPACE BY OTHERSUNA. IT HEIGHT EXTERIOR INTERIOR i SEE 6LAM46 DETAIL,• SHEET 6 g VERTICAL SECTION 4 MEAD • V WOOD BUCK NAIL FM SEE GLAZING DETAIL. SHEET6 EXTERIOR INTERIOR TUN HEIGHT PERIMET$1 \ SEALANT BY OTHERS \ 1/4' MAX. EXTERIOR FINISH :\ SHIM SPACE BY OTHERS Ne WOOD SCREW . ........ INSTALLATION ANCHOR 3/8' MIN. K WOOD BUCK BY OTHERS EWE GIST. SEE SHEET F CONNECTION DETAILS ; a .• CAULK BETWEEN a' . • •• CONCRETE/MASONRY DNCRETTE/ MASONRY 6 2X .. - BY OTHERS 1 , MIN. WOOD BUCK BY OTHERS EMBEOMENT q VERTICAL SECTION 4 slu • zx WOOD BUCK NAIL RN SilverUne bAndersen oeis. e.eu Ow Snrbawf ULM Nana ewaw1m W opor n 1/4' MAX. MIN. 31W EDGE DISTANCE ; 7 M M SHIM SPACE Q$ SASH REINFORCUJ6 SEE SHEET 6 FOR REQUIREMENTS MIId, 3 THREADS u°Li ' 0 SEE 61A23N6 PENETRATION BEYOND N W C p -c $ DETAIL SHEET 6 METAL STRUCTURE gi INTERIOR 48 6R. 5 SELF-TAPPIIdG' SCREW H ao IIJSTALLATION ANCHOR d METAL STUD 8Y OTHERS, e SEE SHEET 1 IMSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS uiZEXTERIOR PERIMETER SEALANT O C BY OTHERS zz O.A. V) r UNIT H ed+ zWIDTH o ui o w HORIZONTAL SECTION JAMB • METAL STUD w NAIL pN T mN mz ,1:,h N mu. < H vza , vG u: SW0002 TET: 4 OF 6 10 WOOD SCREW MSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN e• CONCRETE/MASONRY BY OTHERS '.:.......... . EXTERIOR FINISH ..... . BY OTHERS PERIMETER SEALANT BY OTHERS / O.R. EXTERIOR ( ! UNIT / HEIGHT SEE GLAZING j DETAIL. SHEET 6 We MIN. EDGE DISTANCE 'i 2X WOOD SUCK/STVD BY OTHERS E SHEET 6 FOR L/4• MAX CONNECTION DETAILS SHIM SPACE e ' - « .. SASH REINFORCING e SEE SHEET 6 FOR REQRlDlEMENTS SEE 6L.t273NG 11/2' MITI DETAIL SHEET 6 EMBEDMENT INTERIOR U4• MAX SHIM SPACE INTERIOR 1 VERTICAL SECTION J NEA0-2XWOOD BU0( THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR AN04OR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O. A. i PLAN VIEW -ANCHOR STRAP UNIT ( P/N 50-2995-2)' DETAIL ATHEIGHT RIGHTFORINSTALLREQ. PERIMETER SEALANT L/4• MAX SHIM SPA BY OTHERS—" ' I EXTERIOR FINISH BY OTHERS •e• _ • '. •• 1 1/4• MIN. a EMBEDMENT PRECAST SILL ! e BY OTHERS ' e • . 3/ 161 ITW TAPCON INSTALLATION ANCHOR e ' 4 f3/ 4• MINA e EDGE DISTANCE p VERTICAL SECTION S SILL-CONOWTL40AWNRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN v2• EDGE DISTANCE 10 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED MULLION BY OTHERS. SEE SHEET I INSTALLATION NOTE I4 EXTERIOR `. _. UNZTER SEALANT BY OTHERS L> 0. t. UNIT WIDTH QF SECTION 5 HORIZONTAL lA M$ - METAL TUBUJSTUD OR APPROVED MUUWN THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4_0000 4.0000 FRAME, HOLES PROVIDED TO ACCOMODATE 014 DIA. 2 0000 2 0000 0. 500 0. 0620 0 2. 3750 0. 7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENDNG, SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A, FOR INSTALLATION TO CONCRETE/MASOMRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIX 1-1/4• EMBEDMENT, MDN.1-3/4• EDGE DISTANCE. B. FOR MSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GA. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1- 1/2• EMBEDMENT, MIN.1• EDGE DISTANCE. SilverUne I'.`: 1 nder5Ct1 aEaavN. ntur6 nooTMrtr+ cwucwa ncc+ en.ssi000 ZT- Svz ova S• W v L` evZm< y V m oZ< aWcC0A 1 P r Y o . o i ., * pt- rrrurntttt in my mZ Mtn pN 3 J Z S V Z O p V H YG : SW0002 IEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCINGSEEBELOWFORREINF, SEE BELOW FOR RFREQUIREMENTS SEE REQUIREMENTS. VERTICAL SECTION rHf HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATMGS: 46 X 72. (0/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (OM, DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/. 50 PSF 38 X 77, MIX). DESIGN PRESSURE •/- 35 PSF 72 X 84. (O/X-ON. DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE ./_ 50 pSF 100 X 62, (O/X-O/X-OM, DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-OM, DESIGN PRESSURE •/-50 PSF J 1- STEEL INTERMEDIATE FRAME'LARGE'REINFORCING IS NOT rrREQUIRED FOR THE FOLLOWING STZE/RATINGS 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 1 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWV46 SIZE/RATLNGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALLGL.AZIN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8.OA. I.6, GLASS EXTERIOR / INTERIOR 01WF MIN. GLASS SITE Vr 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE. LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS EMBEDMENT :. .. „ j J DISTANCE r MIN. EDGE 9 DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK IN5TALLATION DETAIL Sily 1LInK711_ 6!A1RdSEf1 oow•. o•oo• aE artvEtna o.M we+ w uu+.wmcw aw wc,. aan i , II %%% Fv • ' g 5 OF 6 A\\) BUILDING DROPS A Perfect SolutibiOn 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 Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' 7 _ T T tr = F••••••......•• CAN=`• S/ONAL Hermes1!Mil o, P.E. Florida No. 73778 A BUILDING DROPS 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 ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6'h 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. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017ReportNo: 4875 Certificate of Authorization: 29578 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: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.5S), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. 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 PLORIDA OBPARTMBNT OF - ' a _ 1 S Business & Professional Regulation OB PR HOLE ABOUT DBFR DBPR DIV1510115 CONI&CI OOPR Florida r ®Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # FL13192-R5 SECRETARY ---- Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limps of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II CemPlank-Installation.ocif FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 R5 II HardiePlank-Installation.DdfDesignPressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R5 11 ER RIO-2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL1319Z R5 II HardieShingle-Installation.Ddf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13192.4 1 HardleShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 11 ER RIO-2685-17 Shinale Wood Metal Frame.DdF FL13192 R5 11 ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS II HardieShingle-Installation.Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.udfApprovedforuseoutsideHVHZ: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathina.ocifImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 RS 11 Prevall-Lao-Sidlna--Installation.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine If you are a licensee under Chapter 45S, F.S., please dldt b=. Product Approval Accepts: K'® Credit Card Safe I Florida Product Approval Prevail" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. 5°uthPREVAIL MULTIFAMILY SIDING,MODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated99 may result in shrinkage at butt oints. Car tanks on1Carry edge, P 9 , Protect edges and comers from breakage. The manufacturer is not responsible for damage caused breSPg y OUTDOORS 1. a position cutting station so that wind will bbw dust away from user 2 Use one others In (fig areag a. Best I. Scae and snap il. Shears (manual electric or pneumatic) b. Better: I. Dust reducing circular saw equipped with a HardiebL*1vsaw bladeandHta'Avaerumebradon c. Good: 1. Dust reducing circular sawwith a Hardledade saw blade ordy use for low to moderate culling) IND00RS 1. Cut only using sane and snap, a shears (manual, decuk or pneumalc). 2 Position cutO g station In welkwtiated area NEVER use a power saw indoors NEVER use a circular saw blade that does not carry the Hardieblade saw blade trademark NEVER dry sweep— Use wet suppression orHEPAVacwm improper storage and storyhandlingnthe product. Important Note: For maAmum protection (bwesl respirable dust productim), the Manufacturer recammends e twaysusbg'Best'-laud cutting methods where feas@te. N10SH- approved resphalors can be used m conjunction wilh above practices to further reduce dust exposures. Additional exposure information Is eva0eble at www.PFM1Sldmg oonr b help you determine the most appropriate culling method for your job requirements. If concern still exists about exposure levels or you do practices, complywiththeabovepras, you should always consult a qualifiedbW a dusUlal hyglencartedtheManufacturer for leather information. sootnm GENERAL REQUIREMENTS: Prevail" lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevalP lap siding can also be installed over foam insulationlsheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulationisheathing. Extra caution is necessary if power -driven nails ( fasteners) are used for attaching siding over foam insulatiordsheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction Bashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevail"' products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1"- 2" clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 19' clearance between PrevailTMm products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding care Ft 1 DoubleWall Single wall trim (fig.8). g Construction Construction Install kickoul flashing at roof -wall junctions A. 9). wa,.er,resi*m barrier lelan bracing Adjacent finished grade must slope away from the building In accordance with local 24' o.c, max. building codes - typically a minimum of 6" In the first 10'. O good ; ,g Do not install Prevail"' products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi-famly projects, where the span of the wall is significant in length, the designer andlor architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie@ Siding Products" at www. JamesHardie.com. P, INSTALLATION: JOINT TREATMENT Required for recforyBuilt Color Hnlsh, Recommended for Primed product) Figure 2 It is not recommended to use caulk at field butt Joints. joint Install modern Install factory finished edges together at butt joints. As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. e water -resistive o barrier o fastener Install a 1 114' starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk.. WARNING: AVOID BREATHING SILICA DUST Prevag"r products contain respirable crystalline silica, which Is Mown to the State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amouft oil respirable silica dust can also cause a disabling end potentially fatal lung disease called slricosls and has been linked with other diseases. Some shudles su8gesl smoking may increase These risks. During instellatbn a handling: (1) work In outdoor areas with ample ven6lagon; (2) use fiber cement sheers fa watng or, where not teas@le, use a HardiebladeT saw blade and dust reducing draWr sew a d to a HE vacuum; (3) wain others in the immediate area; (4) wear a properiyfilted, NIOSI+apprwed dust mask or respirator (e g. N-9S) N acoordanca with appL government regulations andmanufacturerInsWdlonstofurtherIImItresplrebleaUlcaexposures. Durtrg dearwp, use HEPA racaums a wet cleanup methods •never dry sweep Fa further inlormallon, refer to our Installation Instrudlorhs and Meteuiel Setely Date Sheet avagaMe al www.prevagsiding coon or by calBng 1.877.23rr7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmmm PR1007-P114 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure s stud barrier Maintain a 1/4" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 114gap Caulk naelting WMageW lap Ing Maintain a 1" - 2" clearance between PrevailTM products and paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" Maintain a 1" - 2" clearance between Prevail"' products avid • decking material. Figure 5 slding water resistive barrier deck material islet ashing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be'installed per the roofing manufacturer' s instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 1 r- r Figure 9 KICKOUT FLASHING slw<, Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects Iraenol 1 a sidewall. The roof must be flashed with a mt step flashing. Where the roof terminates, MOM install a kickout to deflect water away from RwNrqthe siding. or° w• It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTM' lap siding products. Face nailing (fasteners exposed) should only be used .where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" O. C. max. stud 24" Figure 10 Figure 11_ "'1 1/4" min. water - resistive O. C. max. - .rmax. - rMinimumoverlapM ism eer•'P3.s'w+ olverlap barrier o for Both Face I I and Blind Nailing I I ° I blind nail I I 3!4°-1•— C Y I I O I — " min. 1 1!4" N face nail 0 overlap I F t . I - I I I water - resistive t` 1 1in. water -resistive barrier 4" mI - +* r ` barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.ilconline. com. Also see General Fastening Requirements. P2/4 6/ 10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il 0addnail do not under DO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unpdmed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkiriglsealant manufacturers written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS so 1 so =100 sq.t) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 7 tl4 71N 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 t13 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405A7.2; and the 2006 International Residential Codee for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hatdie Technical Services for applicable product evaluations or code compliance reports. P314 7H0 South 2010 JHTL. AN rights reserved. TM, SM, and ® denote trademarks or registered trademarks of JHTL. Additional Installation Information, Warranties, and Warnings are available at www.prevailsiding.com PREVAIL MULTIFAMILY SIDING PRODUCTS Polo 7110 1 Florida Building Code Online 1 r DDVa Business 8 Professional Regulation m 9) BCIS 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. db s rin Product Approval 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 Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final. pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hfps:// www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi! supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen! under Chapter 455, F.S., please click here . Product Approval Accepts: https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC C 1 iL• Y ICI7 i T 1 Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6' EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT 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. 1 RY R'P. 0 Ile No 74021 p STATE OF : 4/Z 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 (S pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 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 incx One (1) min 3/4h 1/4-inch One (1) min. 1 3/4-inch long x 12F- 2 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. Max. One ( 1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072- inch dia. x min. 1/4-inch F48 12F-316-inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap 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 psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 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 t48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch oand securing each c. finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. 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 MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 03.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch ocand securing each panel finishing nail with min. 3/16- l43.3 spaced 16-inch o.c. lap inch head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J- 1 Max. Wood Three ( 3) min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood 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 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shankshank nailkail x 0.072-inch diameter 12-inch o.c. n finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 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 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 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 MOP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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 min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ininx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 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 psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t6012-inch min. 2.25- ininch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12.inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three 3 18 nail straight -nailed female lock or One (1) 18 ga. /.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch le 9 into the end of the securing each panel leg staple spaced x 0.072-inch diameter 16-inch 1 min. 2.25- staples in diamondP batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ringpattern spaced 16- P P min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced16-inch o.c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note -Refer to the APPRovev SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min, lK" 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 & 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL - MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, `, SOFFIT STAPLEOPENRAFTER 3/4- x 1/4- I I DIAMOND PATTERN D ETAI LCROWNSTAPLESr1 USING A DIAMOND srrsPATTERNFACIABOARD i FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 1-3/4- TRIM NAILr-r STAPLE V ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. CHANNEL CAN 8E PAINTED S.S. 48- INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFR— max . 12 -inch span w000 SOFFITSUBSTRATE 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 nO ` SOFFIT STAPLE OIST DIAMOND I DETAILL PATTERN FACIA BOARD v 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA B' 1— CHANNEL BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL JS.S. P: crewed to soffitPaHTEDone(1) A8 x S.S. 48'with FASCIA CAP 1/2" x3/8"head diameter screw, O.C. 3/4' X 1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE 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 J' TRIM NAIL FASCIA BOARO PAINTED S.S. FASCIA CAP SOFfIT 1'sf' CROWN STAPLE OPEN RAFTER FASCIA BOARO H 61 S/B' f-NAE 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL OETAIL SOFFIT; MAX 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 1;;" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrata or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n, `, SOFFIT STAPLEOPENRAFTER 3/4' X 1/4' DIAMOND PATTERN D ETAI LaeCROWNSTAPLES11 USING A DIAMOND_j r PATTERN FACIA BOARD FASCIA CAP 16F4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILr'F;'CHANNEL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. PAINTEDCANBE S.S. 48' C FASCIA CAPINALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED 5.5 FASCIA CAP SOFFIT 1'e!' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1')J' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL 3/8'1 SOFFIT; MAX. 16' II SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nv ` SOFFIT STAPLE 01ST DIAMOND DETAILL PATTERN FACIA BOARD 1 LY'T 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1IOWA 3/4' X 1 /4' CROWN STAPLE '6' ON CENTER 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CROWN STAPLE SOFFIT STAPLE OIAMONO PATTERN OETAk I f' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 I'aj- CROWN STAPLE _ FASCIA CAP; REFER TO SOFFIT & FASCIA / \ DETAIL Nfte Pat' SYP I 3/D'1BattenAnchoredtoSOFFIT; MAX. 24' F-CHANNEL Ralfen vitA one Td Ring Shan4 Nail at / W000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC150O1.3 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 I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-}' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT ref' CROWN STAPLE I f' TR01 NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAILNominatI's2 SYP Batten Anchored to SOFFIT; MAX. tl' F-CHANNEL Rafters with one Td Rmg Shank Neil 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 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. 146A i' T-NAILS FASCIA CAP SOFFIT 1'ei' CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'e!' CROWN STAPLE FASCIA CAP. REFER TO SOFFIT & FASCIA DETAIL Nominal 1'z2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters Witt. 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 t' TRIM MAIL STAPLES FASCIA BOARD PAINTED S.S. Ye' CROWN-- ROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED I'pl' CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 8 I'pl' CROWN STAPIE24J-2 FASCIA CAP; REFER TO SOFFIT & FASCIA oo DETAIL \ Nominal I' s Y syP battens / BB scabbed between rafters and SOFFIT; MAX. iL' 1-CHANNEL secured with one (1) 7d ring shank nail au"ilt-naited through the rafter Into the and WOOD SUBSTRATE----—, UBSTRATE of the batten or two (2) Td ring stank nails toe nailed on \ / either side of the bettem at the \ ballenfrafter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,a is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft 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 56.8Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 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 T 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed Negative 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 1 -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 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 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 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Fascia 3/4" 7/6" r 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 18- BLANK 3 / 8 PROFILE 2.1TV NEF o oaoo 000 ooaoo 000 oaao 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" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE z1rs W o.so• try 02rro a.ixsrw O O aoo aaoo 0000 0000a 000a END OF REPORT ALC15001.3 FL12194-116 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 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES in& 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 61G20-3. ALC15001.3 FL12194-R6 Page 1 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 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 Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits 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. RY 'R„A i No 74021 0 : cc 0. ft STATE OF :W i ss,O N AL . CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location i 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 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location 1-'l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16174 Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. o.c. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2- inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. 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 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 16-inch o.c. Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2patternspaced24- inch o.c. connecting soffit to J-channel spaced 8-inch o.c. inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 panel lap inch head spaced 12-inch o.c. Max. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 16-inch 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 spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. -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- 43.3 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 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 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 psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 24F-1 Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. t80/-9012-inch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shankshank nailail x 0.072-inch diameter 12-inch o.c. n finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter f80/ 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 F80/ 24F-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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 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 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 pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1 /4-inch crown through the rafter securing each panel One (1) 18 ga. %.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 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 n 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 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga . anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- secur securingeach panel 3/ 16-inch head spaced 16- inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24- inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/0" head dia. nail with min. lW" 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 12F-1 8 I I I II \—.'F CHANNEL SOFFIT OVERHANG WIDTH VARIES) 12F-3 Wood. concrete or Block wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 13M BMW&` SOFFIT STAPLEOPENRAFTER 3/4• x 1/4• DIAMOND PATTERN i DETAILL&W, CROWN STAPLES USING A DIAMOND KIVCCN I PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4• x 1/4• CROWN 1-3/4• TRIM NAIL FACIA BOARD 8. r-7CHANNEL 1-3/4• TRIM NAIL STAPLE ON CENTER PAINTED S.S. 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 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 System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J_UHMNLL 1-3/4- TRIM NAII screwed to soffit PAINTED S.S. 48' with one 98 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B nKnOMM `, SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD ', ,,.. „„ D ETAI L ASCIA CAP 3/4- X 1 /4- CROWN ' TRIM NAILSTAPLE '8' ON CENTER 1-3/41-3/4PAINTEO S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. FASCIA CAP 1'14' CROWN STAPLE OPEN RRAFTERSOFFIT FASCIA BOARO N GA S/r I4U 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. J 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. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, ConCrata or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-116 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 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• DIAMOND PATTERN MAILLicaowNSTAPIAMoo ; .ETWOMUSINGADsuass i PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4• x 1/4• CROWN FACIA BOARD 8. 1-3/4• TRIM NAILSTAPLEONCENTER 1-3/4• TRIM NAIL PAINTED S.S. F CHANNEL CAN BE PAID S.S. 48• FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4• x 1/4• CROWN STAPLE SOFFIT- max. 16-inch span SUBSTRATEOD SOFFIT 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 I' TRIM NAIL FASCIA BOARD PAINTED 5.5. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1")4' CROWN STAPLES SOFFIT 8 FASCIA USING A GUIMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FAS CAP; REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 nKrVM ; SOFFIT STAPLE DIAMOND PATTERN 1 1 DETAIL FACIA BOAIt0 >/r vooii STM1 Li A,scIA CAP 3/4- X 1 /4- CROWN 1-3/4- TRIM NAILSTAPLE -8. ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 P TROT NA0. FASCIA BOARD PAINTED S.S. 1-'e CROWN- FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO 1'et' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I )' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I'a{' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT i FASCIA / \ DETAIL_ Nominal Tat' SYP I .. F-CHANNEL I I I 3/81BattenAnchoredtoSOFFIT: MAX. 24' I I IRafterswithoneTd Ring Sham Nab at SUBSTRATE every Rafter \ W000 SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1.}' SHOOTH SHANK FASCIA CAP ROOF NAILS SOFFITI 1'ql' CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP. REFER TO SOFFIT & FASCIA DETAIL Nominal 1-a2- SYP Batten Anchored to SOFFIT. MAX. 24- F-CHANNEL Ratters with one Id Ring Shank Nail at every Rafter M000 SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT 1'34' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1-4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETAR. Nominal 1'sY SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Had 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 J- TRIM NAIL FASCIA BOARD PAINTED S.S. 1'sCROWN )\ S FASCIA CAP STAPLESUSING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1'e' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMONDPATTERNDETAIL FASCIA BOARD 1 t' TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J- 1 & 1' 4' CROWN STAPLE 24J- 2 FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL / Nominal t' R Y syP battens B- \ scabbed abetween rafters and SOFFIT, MAX. tl" / 3/8 1- CHANNEL secured withtth Wre (1) 7d ringI shanknailstraightaralledthrough the rafter into the end WOOD SUBSTRATE of the batten or two (2) Td / ring sank nags too-nalled on \ / efther side of the batter at the battenfrafter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 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. Vot 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 56.8Negative 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 36.4Positive 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 HeR ofghtft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed Negative 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 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 Positive 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 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 g27.9 39.2 43.7 48.4 Loads) 25 5 20 13.9 16.3 18.9 21.7 24.7 31.2 34.8 38.5 14.5 17.0 19.7 22.6 25.8 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 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 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 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" F1/8" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-136 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2.1 TV RU o oaoa 0000 aaaoo aoao G aaaoo ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 7/6" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" OZV TW 012V rip 11 W' Al ONK J/U" FKUI-ILL 0000 00000 000 00000 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. A 1 /2/2018 Florida Building Code Online Business 8 Professional egulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. P product ApprovalrUSER: Public Userdb,-- Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 0 1 1- a- Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%20Online.htmi 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 rile:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotion a9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th 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: ate Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E on 09/05/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6`h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 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 ULLLC ( TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (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 3S32.09.05-R13 Certificate of Authorization a9503 67M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 2 of 12 UTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XT'" 25, XTI 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'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake"', Presidential Shake' IR, Presidential Shake TLI 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 Crestm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 (Va„ = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,d = 150 mph (Van = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (Val, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R33 Certificate of Authorkatlon 09S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-SB47 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 I TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" m( 305 mm)-yI_—( 305 nm)_ —(305 mm)—{I 1..( 25 mm) Sealant 1"(25 mm) 55/ e" 145m 5 rl.HaAmw FbntMETRIC 25mm) _ Sealant L1"(25mm)-( - 1 Figure 11.3: Usefournalisforemr),frdlsbinglo. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. L— r Rooling Cement Apply 1"(25 rtrn) spots of asphalt cooling cement undm each tab coinev figure ll -4. Usefour nails and siv spots ofaspbalt ainent on sleep slapm CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20TM , XT'" 25, XT^ 30, XT'" 30 IR: Cut Shingles 2"( 50mm) —Remove`- 25 mm}I+ It, In I—-— —— - Cap Cap 305Imm) ShinglaShingle _ Figure I1-24. Cut labs, tbsrr lriat back to make cap sbinffiu Englisb dimensions sbou.n). 5"— I 12" (305 mm) 'v o125 mm) c SI9 Shaw q 115 2` ol NOci'°°o o an figure 11.25. lnsiallatron of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of AutAortration a9503 6`" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITYIERD LOW AND STANDARD SLOPE STEEP SLOPE fse SIX nail. for even filll shingle located :Is shin%n helm%. Use SIR nails and FOUR spins of asphall roofing cement for evM full shingle as shmtn belotc Applg:lsph:dl roofing cement 1'(25 min) from edge of shingle. itsphah ruufing cement nitwtim, Xq'M D 4586 Rpc II is suggt-Kted. t' (25 tam) 1' (25 rrtt) Nal line Nail _ . t'Mnn) LL r t'115mm)—INallline Figun l: Usu si.% nailsfor revv q full sbing1e. L L`'LJ Fignra 3: Usesix nails and four efxas of arpbah rot flag+ rentent on sieep slolvs. 6.5. 1 Hip & Ridse for Arcadia': Cedar Crest'", Cedar Crest'" IR Use two ( 2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "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. Ir 12inm) 0 to ( 305 r N Hand - sealing adhesive 4" 1/ 4" ELI 3/4" I 1" Dab of asphalt cement between 1" shingle layersExteriorResearch and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 111 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. MrPER FARInIIt1Il6.p000 PAP o Additional rode d:equired. t 5i6' (16 mm) i VTRINITYIERD 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 t" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1' M rvm Fooling C v*WW — - — 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 CrestTM" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18.•.Vbang1e• Ridge, t 8• Exposure Remove tape from the right side g•and fasten If SECOND theFasten left side 8518 RIGHT FIRST LEFT Figure 17-19: Installation ofSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate o/ Authorization a9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 QOTRINITYIERD LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for every full Shangle. hill Grand Manor Shangle. Use five nails and three slrots of asphalt roofing cenwrit for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (15 min) from edge of shingle Figure l7-5). Asphalt roofing cement meeting ASTM D4586111)e II is suggested. 25mm) (251mm) F 1 la•• 5/w• 6 5N• 38mm) 16 mm) (220 mm) 1•• a Ins 1 25 mm) ff Figure17-4.• 11.se fare nails for errry fult Grand dlonor Sbmtgle. 5 " ` 6 Carriage. // otate.2aggle, or Centennial Slale 16 mm) r 1 (221) mmI Figure 173: Wben installing Grand Alanor Sbangks on sleep slope., use seven nails and ibme spots of aspbab rtwftng cement. 6. 7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17, 14314" 12" 1--( 305 mm)-- --(375 mm)—--(3D5 mm)—i sro>. esr+wreoa ssyaysnaa romssr rsasns L I---1" (25 mm) Relea aTape 1" (25 mm) I 1, n.. NailableT Area LANDMARK TL NorthGate: 131/ 2- 13" 13'/2" 343 mm)----(330 mm)-+ --(343 mm)—j 1"( 25 mm) P' (25 mm)—I Figam l3.4: Usefour nails for et-M- fttll sbiagtc. WDE MML140 Ir 1t 314' 1r AREA It (305 mm) (375 mm) (306 mm) I Naiing Urnos y +- 1' (25 mm) Upw nal lno r (25 mm) — owernadlne Natdrig arras for low and standard dopes (hom 2:12 to 21:12) Nal Demean upper b lower Ines as shown above. Exterior Research and Design,LLC. Certificate of Authorization x9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FLSO44- R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six mils and four spots of asphalt roofing cement for every full laminated shingle. Sec below. Asphalt roofing cement should meet A.%-r.%l 045861)1re 11. Apply I- spots of asphalt roofing cement undo each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) 1 "(25 mm) Nail Area j For SleepT 25 mm) {----- 14314" 1 —12 375 mm) (305 mm) I (2 4pasp Tana I Cemenl STEEP 12' SLOPE 1+{305 n NAILING AREA I I" 25 mm; TRINITY I ERD LANDMARK TL 13'/2" 13' 13'12" 343 mm) (330 mm) (343 mm) t-1"(25 mm) 1 "(25 mm)--i I I I 25mm) NorthGate: 14- 3/4" y — 1'(25 mm) r Cement Figure 13 S: Use six nails and four spots of aspbdi roofing cement on steep scopes 12' 305 IT 1'( 25 mm) 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and " Stom1-Nalling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark' Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97/r 305mm) I (250mm) 150mm) ( 150mm) I (125mm) I (125mm) t— 12' 305mm) English Dimension Shadow Ridge'" f Notch for Centering I ( 337mm) , Notches for Alignment l0 5 180mm) the Top Edge of the Previous (196mm) Capfor55/B'(141mm)Fxposure Metric Dimension Shadow Ridge'" Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate o/Authoriiation a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS"4-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 8 of 12 9 27/32' 2so n= 415MV (125 mm) ceMeii g Notch 13 114' 337 mm) \ sign these / notches to top edge of pfolous come NorthGate Ridge TRINITYJERD 13 1/8" 333 mm)— I-6 5/8'-I4-6 W-I168mm168mm Centering Notch 7 rSir13 1/4' ` ' 194 mm) (337 mm) \Alrgn thesZ notches to to I` edgeol p 7 t8 mm) r previous course. NorthGate Accessory 305rnm) Laying Notch I I I I ii I Ex' ) I ExposureI I! I C Figure 13.20. Use frying no%bet to censer sboWks on blps and ridges, and to locale Me aom r/ exposure 6. 8.1.2 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, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'"" IR, PRE•SIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below, apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nags in between the nailing guide Wes, apply 4 nails V Nailing I«• 40' above Lb cutouts making certain labs of owrl)ing shingle corer nails Guide Lines (1016 mm) 5 114' — 133mm) • • • • • 14 1/4' 1 11238 mm) (362 mm) NOTE: Apply nails on painted guideline. Figum 16.6., Faskning PreskknAal and Prt4kkn1kd TL Sbake 1' diameter asphalt roofing cement sbfngles on km and standard slopes Figure 16-7: Fastening Prm1den1kd and fhsiden1kd T11 Sbake sbingkr on strap slops. 6. 9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" IR, Presidential Shake TL'", Presidential Solarls'"• 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up 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/s' x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1TM" 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 LOW, STANDARD AND STEEP SLOPE: C--( 251mm)I _ 1 L _ 6mm)- nJ—r diiln : la ) 936, flVee 13. 1. #Wmirq 11a11 mr sbbglrs onVerp.11opes For steep slopes, use file nails and right spots of asphalt roofing Figure 13. 3.1'asirnieg 11a11cros Sbinglrs on cement for each fug Iuuems shingle as shown atom. Apply I' Lou, anASlanAnel. V" (15mm) diameter spas of roofing cement (ASTSI 0 45M 7)pe 11 For I( Ar and siambnl slopes, use Sue nails for each full sug(eued) under each uh corner. Press shingle into place; do not 1131(cnts shingle as shtmn alms. csposc cement. CAIrriON: Into much roofing cement can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorkotlon #9503 6s" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 20 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras I K Figure 15-14. 18lbree-piece units separate to ruake 54 Hatteras Accawry sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9.. 230 mm) I I I I I I I 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 13.20.• Cul Halleras sbingtes to make comr cap. QOTRINITYIERD Fas` g1g 0160 r(203 mm) - r c SA,* D` 93'\ NZ mm Figure 15-21. Installation of caps along Ups and rkltres. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 1HIGHLAND $LATE'", HIGHLAN[) $LATE'" IR, LOW AND STANDARD SLOPE: STEEP SLOPE: I mo. lao) osoO.d I ulO, y aSmm) la:,lmm) ayru+o MOnni•OadO Opuru SIX nab (two refit I't75 mm) inWled ow cw* MOW as do.,). Figure I1-3. Use FAA nails for atM, Nigl" d Mato sbingla Use FIVE nails and EIGIrr spots of asphalt roofing cement- for each full Highland Slate shingle. For Stiaml-Dade, Sir nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTNI D4586 Type II Is suggested. r ATµT 1 113W Msma. t .4b I•GSmm) n,eIXmhtboNU S, lydb%d ehf arMl MOW Oa IN Roolklti CancM Figaro II 3r We RYE rods and eigN .07Lc ofaspball roofing (wiliml un&ireacbW romec CAIMON: Eacessire use or roofing cement can cause shUlgles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2027 Page 11 of 12 6.12 LOW AND STANDARD SLOPE IJse 1'01114 nails for even)' full shingle located :L< shown helow Sealant bald ft (25ma) j j 1'II5.:raj--; 156 mr) m"" (333=4 ra'3in) VTRINITYIERD STEEP SLOPE 14c foCR nails and four al"a.< of :Isphull r(w)fing cement for mry full shingle :ts shown helow. Asph:dl fooling cement moSing,lS1'JI D4586 111)e 11 is sugg -;Iv I, apply I'(25 min) %IXIL< of asph:dl roofing cement :ts shown. CAU110\: EXcessivc use of roofing cen vul can cause shingles to blister. ISSmn) I•_ r • 1 Imo}11oe1ingcomeM- 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest", Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle RidgeTM' 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 3S32.09.05-R33 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 12 of 12 w J 1/2/2018 Florida Building Code Online Busine•ss 8 Professlonal Regulation SC1S Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Slats a Facts I Publications I FBC Staff I BCIS Site Map I finks I Sear. d NPr 1 product Approval r USER: Public User 1. Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.od 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:/Nvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvADgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online l• Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 12328.1 Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Model, Number or Name ASTM State Surfaced Roll Roofing 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. 12328.2 ASTM Tile 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. 12328.3 Master Smooth 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. 12328.4 Moisture Guard 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. 12328.5 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. Description Roll roofing surfaced with mineral granules Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Ulnderlavments final.odf Created by Independent Third Party: Yes Asphalt saturated organic underlayment. Installation Instructions FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments 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 Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf 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.pdf Created by Independent Third Party: Yes https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvvtDgtF2AezuarjgOlAramDGm5ebt5wRw28J8d8c6lCFKFGNQ%3d%3d 2/3 t CREEK Certificate Authorization bur Drive17520Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments 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 ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV No. 30 UL ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Pagel of 4 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows. a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of 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 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 Shin les Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y= N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N I ::N71 Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underayment 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 ga& Report No. Standard Year PRI Construction Materials Technologies (fST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. aY R. p No 74021 33 ' STATE OF .' 4U A% O R 1 O CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001A FL12328-R8 Page 1 of4 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 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 TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 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-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced In the referenced documents submitted by the named manufacturer. w%J1111rf111 PFtY R ` No 74021 cc p ' STATE OF , 4J 4fS;80N A, 01 %%. 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. 1/2/f018 Florida Building Code Online lJl!J 71A111 (S3 r C t7lJl°A1l1CAJ ' ° o Y a M5 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats 9 Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear. Product Approval USER: Public UserdUipr Product Aporoval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUembpCG3RoA%3d%3d 1 /3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: N/A, Design Pressure: N/A' Other: 1. Refer to applicable building codes for required' ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be ins -tailed on roof mean heights greater than_33 feet.; Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver, Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.661 Quality Assurance Contract Expiration Date 08/16/202V - - - Installation Instructions FL3792 R10 II Lomanco 700 Series - NO_ A 16051028.odf; Verified By: Miami -Dade BCCO - CER, Created by Independent Third_ Party:) Evaluation Reports. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.2df, Created by Independent Third Party: Yes,' Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.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 NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B kNezt The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement hfps:// floridabuilding.org/pr/pr app_dti.aspx?param--wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUc-mbpCG3RoA%3d%3d 2/3 MIAME 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.miamid2dLgov/econom1 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.: 16-0510.28AYA- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 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 l'/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 l 8" 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 L--------------------------------------- ---------------- -- --- 4- ----------- 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 I i DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1 1.00— I1 16 _C0 750-S SERIES LOUVERED ROOF VENT 91 4,9To NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D r I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW 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.miamidadtgov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY-%jA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC-98&99 TAS 100(A) 03/ 16/95 LOM-013-02-01 TAS 100(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4' from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 1 --------------- -- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT i 20.E 1 11.5m. DETAIL B 750 SERIES LOUVERED ROOF VENT 91 A Q ;- 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 i DETAIL C 750-S SERIES LOUVERED ROOF VENT VA NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOWERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/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.] 5-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. CMIUAWDADECOUONTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page l of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials LOM-013-02-01 Technologies RRWA-001-02-01 Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 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 l'/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: I. 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 rM, mm== 700 SERIES LOUVERED ROOF VENT rM, mm== 700 SERIES LOUVERED ROOF VENT i i L DETAIL B I 1b.0;r --- 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 11. 3 116.rM I 750-S SERIES LOWERED ROOF VENT 4 .c r 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 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 0 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products( FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use dutside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.0f 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 II NOA 17-0821.18.Ddf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oach nort Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.407.1395. *Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldc here . 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) w%yw.miamidstde.¢ov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A.HJ 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 detemvnined 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: (Cost -Crete) 411,611 & 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 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-082 18 MIA I aot:couNn Q{— Expiration Date: 09/11/2 0I8 Approval Date: 09/28/2017 Oq / Z 8/7-0/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast mid 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 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexvi al 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 Systenn'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 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 Mach 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4 -, -, g. / pl-, -/,, - , - 15P(el-my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z 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 of Permitting, Environment, and Regulatory ffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-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 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 ofRegulatwy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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. 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 sm nr Mann 4" SOLID LINTEL DATA TABLE l.l" ai i Farmlera=11 Sm FWAiLuju 111 liGlli F,arilt,r•J.iusu sca ram enmr Ffia lL'1:11.1:.! fliCSi L'727L:::J rG7 m®[t v}i+a"I, rreCL HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS In 1/Y:7iF7{iI•\YYr•11i i. r';1 @AtrC-AEY.SSif l I'mr)nEMU V®dC•1[.M40 FY1i CGlm F3L'SIFr'SJ F a far FL! J [SGISi V OCci V!J O IG' r IC7 t1C1l:Sl'J ttil•i 1+1[JGll r/t21•:_JLtClfaUra Qsa lR1rl7QL'iOG711 'r' t1: .rlS7l VLIl.`JGO[7L1 >• Rc r a rarrrrt c rrs i xuz r Vet crlra+.rn rr_: sa-rs rrn:r r}.t nr tr-an.:rn,nrrarrv>• C" rou--wom"[tL'uJQd[ll'"' CCS m7O C.' T" 0 TYPE ' B' TYPE ' A'.SM I 7 . 1 III a u wiwu Y r/ yy a. ar rlar NmrmtAla' IMM M is PWOM MFWW" MM VAL R K rm rmaoer *"off CAH AIm go"T m mMrMe[r m m rmmMR a[ rare v/mmI or sort eAst-erne uq as 31 L rmnmo l W[ [W 1pt W AM A7r1 Kra W A aW a cmr m IT"=, s AMr O am w" . trrr r9 ar0 Am AU [. I'm w Tom Imam OF stmaos swum at Come swmm L ==M At[ Miiaft 6 ssa ra F= ALL s am Ap u ow rm CM tm O m w"mm ago rrr cum - 0. it M[eu77 laa6f[ t.. 7ess A NII s rr. sm" . a aall W I "= "a "Imam ma "M L rmaM srm a" r ear "a aR on to a fun m ms t aaltw rrw aeM mr. W s AIIr it ow I w ARQ Oo"m "m M" o .... G PA ,, r' PRODUC rRT'VISCD G„p., C, E N '• Doqukg .&s.i1b 11p Flari Aaepima No 1 - o Z , manUCT' RevISUD Dui o. 4 ' mero° i p w+Yaaum nPw[w+ K.IJa 3 MM A' PARRINO O R VD .• MCR 679 fLPEUEC FL MD3g4M756 44. mla PRECASTAND PRESTRESSED LINTEL DETAILS ru aum a m-14 ousel m cna[ ualup a..r• u 91mY um sumo m uuo r at olAsrm rotas I Tarr I a J r GENERAL NO] Q Ilabdds Ca 4• pem71 raid ql_ /{ 0 og•egobR. 2'' ormmt rum, u, C9e0 i'mid e®'ad sins exprassio 1041 tre 1700 Id nbar pa ASIII IS 60 made pa A581 C170 t" 9v3 v N aW le.! Wu based as mida m 4 lath asmW bembq. k]SHI(lir MA bs o ae 0y Yo% G•b.mbn %*ul auo 11/1 lathe, 3) Rndl. Id m.av bd ad hod IML 4) ember In Y i"%W Wgics a the pacedt MWM for le i */ t4Xad.dm # sus tsaJ we p814tOp6 S) AI bbb "A ar amad 360 delbe9en NdX r —A t/IW iidkdle% 1nu UK Is raileca dIs. v d. W& to ae1Ce91b Ib ," "I" Ca4. 11 ar{mbl 6) Shsm and sabb a, r p" i) r .W blob to b 1a.1.3d •/ r camsas. ba bulal .ed I' casama w9ed I) aINTA/eoaaalwldd x°a'/d. had'emost "W* abs w adleetaal R. dul q cowls anewdF" bob edm4ewbd4cowl OW been 4--am fmm tbs l. •I 11) a" A " a aural dl ,Yd anl qAllbn aobbm da w is 13) Us darts orfaee a rabb htdW b aabter amesda .ma dd tsar a oeereq of aI • lbd b raa+a I vMAMC-OtA 4FFrrevi —6'% 14) Ul* 4•lyd imu% Dc * •lb ro. ar yp i •d hninmbl Yob s.1aAl b da" lv th. ae w ra.wiy A sl sa0o1 bai + Aodrd la•b.dd tool S 1.0 SeN r.r9oi b.dSobbib.etd lead 15) Fer swap*& raid Mob rob 04m aa..C* bd lnm ast I.•.r bd0d loss.. 16) fbr Ltd bnpllr rat drat 1aa of. bod lmm ad Wgad k*S daaw 17) Sdf bads am v* abvaw dads bads. II) 3d. bade bowl as mla.d deep aa$de per yM7 6db Wd AD 3M19) r.nbmed blienaM o> vmb (IfQAI) abon Uw ibbl Ss. doarb doolda 1 SEE SAFE LATUK LOAD MUS FOR L04D RATING ROM Y'i1'i RAL COURSEr .•^ (1) RMAR FOR If UK= 1/2' CLR TYP 15 vs; 3.. ( S gEgaR FOR12' UN1iLS CR40 W GR60 SAFE LOADS FOR 4" SOLID LINTELS A_4_•n GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'-0' (481 PRECAST 959 4'-6' (541 PIE= 769 V-10'(70' PRECAST 460 6'-6' (781 PRECAST 360 7'-6- (90) PRECAST 260 9'-4' (tin PRECAST 156 10'-0 (126' PRECAST 116 12U8 4- -darn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N- 6' ( 421 PRECAST 687 371 4'-0• (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(70') PRECAST 407 148 6'-6' (78') PRECAST 366 118 7'-8' (901 PRECAST 280 87 9'-4' (1121 PRECAST 167 55 10'-6' (1261 PRECAST 152 43 12F8 121`12 121`16 10) RA . MA Rated •~ ,• . ••' 11) M raw."W mof b !abw ud at Us tsalbm al WAddco*. : ''•.. tt >, tlels . f P1tODuCT MIND 6U8 6F8 6F12 61`16ftl& 4 awl: Y cmrF!YbBudrh lbo Fka4ds . • 4iV, `',' geaep: asee lVo eQ B ir';j:; •' f' P-•' Dais •lB y i .,. 1;. ;.•., TYPEDESIGNATION. nuemmur/pa-usslm 6r 1 • • • • : a'• :`.''., . •i rF•4:.r ;!-:'.'Y!' 1 126`aanw • IRR a67Y ai ' 1 s• Y r • A"{' ter; `: F1-2B/2T .!.c:z.;? %. •; _ :t •„t loael l>m J La0.f 613 t.• i1, i•i; .w I'• a:•tiY•,: • t i q., a' OaaVl •AI Oa N •}1 •v. , /T .>' ^r - r t•h } .•! T. . as e aD ma Kua07 • .., ,,!'I; • •L(fj .• e c: c•'`aiC. •.. '4' •iti^ •• b)aavaosa.'Dma ' .i: 'g•4:t •"•2••: . S•. [a;'..!. 1-1/Y aIM • v .. • y • i !T. E/l,.' I M `•.c `• : : l.•: i. 1:. ova :' . s: d , , ,, • •' " ' • • :: • • -•. i 4S8 ` ':., s1 •`G. ' 12F28 12F24 12F20 o ,: ; ' ,,; .4. ,`.• 01 • e L s a •. • •y . VRODI/CiItRVl aw a orpaa•Ie¢a ` ,ti. '* •Tj•. OF sWN'apariNOsoFlaeWa 15 • QY66 • • • • • • • • (,.s , n T _% ft F CRAIGPARRR40 a GQbMdaae a - g TM '', ` R 1'D 1..` 8324 CR 579 / 6F32 6F28 6FZ4 6F20 '.,SfONAt G .` 54 Jj 7 I 9 e aa t,, (/(/, —CAST— CRETE4", 6" & 12" LINTEL SAFELOAD TABLES 4 amv \`n ps . - „ MOM M ams-I4 I am W "AM MSGUL• LTA V COBCQ"+m SAW 30=0 0h a= FAMIM .L - KC,W u7YI BM901C!a. t4612 9R0 I of 3 SAFE GRAVITY LOADS FOR V' PRECAST U-LINTELS 4 41Ya9 AflV SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U0 8F8-186F12-186F16-186T20-IBti'21-t86F-t 6F32-18 3'-6' (421 PRECAST 2332 25M 3892 5050 6148 7227 107 9357 4'-0' (481 PRECAST 2025 2313 3592 5050 6146 7227 8297• 9357 4'-6' (541 PRECAST 1654 1067 3633 5050 6148 7227 U97 9357 V-10'(707 PRECAST 1067 1260 2198 7 5734 7227 B297 W WSW 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 853 1459 2188 3151 4524 6654 9351 9'-4' (1121 PRECAST 584 660 1056 1523 2034 2785 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4'(I38) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-W(1447 PRECAST 425 477 744 1042 1377 1769 1 2233 2808 IT-0(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0(1651 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4(2087 PRECAST N.R.299455 620 794 985 1198 1 1437 THE NUMBERS IN PAVIIIIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FAR V DRFCART ILI INTFI A C SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-8' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (112' PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 31/ 49 12'-O'(1441 PRECAST 131 277 44 IY-4'(160') PRECAST 117 223 35 14'-0-(1681 PRECAST lit 202 32 17'-4'(2087 PRESTRESSED N.R. 1 130 1 21 SEE GENERAL NOTE 18 ta. y'..,,rrT.r SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS 4-a4.AQ1h SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 618-11 6F12-IT 6FI6-1T 6F20-IT 6F24-IT WHAT 6F32-It 3'-6' (421 PRECAST 1412 2074 1 2715 3355 3997 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1063 1592 2054 2577 3069 3562 4055 V-10'(707 PRECAST 831 1222 1600 1979 2J57 1 2736 3114 6'-6' (787 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (90l PRECAST 648 863 1249 15445 1840 2135" 2431 9'-4' (1121 PRECAST 575 57100 980 1252 1492 1732 1972 10-8'(128') PREGST 314 462 787 1121 133q,1591 1786 1V-4'(1361 PRECAST 474 404to 085 985 ft 121399 1442 1645 IT-O'(1441 PRECAST 454 35700 619 888 1093tv 1299 1506 13'-4'(1607 PRECAST 402 3081 516 736 906 1074 1247 14'-T(1687 PRECAST 358 05to 475 577 832 089 1145 17'-4'(2087 PRECAST 253 208 338 478 585 693 803 1) THE NUMBERS w PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 8R1 P',• CRAIGPARRINO i s OtVAI. ```, SEFFNER, S- S35B4 FL. REM110.44751 PRODUCE RBVISM BWegf o.a 8h Abe Pbrtda raMeDem - O Z 1. l? f]yHPsni uCbnkul g wIN It, I1e,tda A'' OCPIeinMktt11Ua o M"1yy(c p,y 7in°'w P/4dict^(ba'"'fi, vim• CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD Iu um omm-11 1 sum m JOXYI am" I wa RIS 6141IN m V4512 11ECF I SAFE GRAVITY LOAM FOR 12" PRECAST U-LINTELS MR 49 ocpr.,A cT 11 LOADS ni s SAFE UPLIFT LOADS FOR IX'PRECAST U-LINTELS 4iWwnm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12116 12f6-20 11112-3 12F16 Ino-29 IM4-76 12f26 26 IV3246 S-6- (42' PRECAST 3426 5000 5838 7619 9352 11060 12755 14433 4'-0' (461 PRECAST 2923 4232 56M 7619 9352 11060 12755 14436 4'-8' (541 PRECAST 2396 3464 5304 7619 W52 IWO 12755 14435 5'-10'(7n PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q 6'-6' (781 PRECAST 13M 1986 2679 4196 6421 10032 12755 144 7-6' (901 PRECAST 1138 1628 2131 3218 4675 6756 19763 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(126') PRECAST 614 1043 1295 1853 2515 3323 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-O'(144j PRECAST 450 878 11073 1 1513 20M 2617 3M 4206 1Y-4-(1601 PRECAST 359 1294 1709 2188 2743 3 14'-0(168') PRECAST 321 1204 1564 2017 2451 3106 17-4(2081 PRECAST MR 451,1631 33i 1141 1420 1750 20 19'-'(2321 PRECAST NR. 700 925 1152 30 160 U) WZ MAWS D1 FAMUKE s APE KKUO REOXHM E41R WADE 40 FM 9M RMUL SEE GMMut ON W 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4 MM-4— C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M 1 IM-19121710 12f011- IVM- WM-21 UMS- 1 VX- 4'-e (521 PRECAST 2538 1212 5468 7584 9640 11669 13M ISM 4'-6' (54') PRECAST 231911259 2740 5468 7584 9640 1160 13M 15879 5'-8' (6n PRECAST 1347 1041 3M5 6395 9640 11669 13679 1567%01 5'-10'(701 PRECAST 1755 3361 5954 9358 11669 13679 158 8'-8' (801 PRECAST 924 1430 2633 4415 4 1 125 1480Q 7'-S' (901 PRECAST 703 1203 21" 3494 5259 7922 98 1132R 9'-8' (1161 PRECAST 369 943 1451 2157 3203 4477 5417 83BD 4mr4m" SA LOAD PLF LENGTH TYPE 12US 12FO RCMU S-6- (42' PRECAST 1295 4841 39311 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5-10-(7n PRECAST 681 2547 155 6'-6' (78o PRECAST 579 2167 123 7-8' (W) PRECAST 474 1771 91 9'-4- (1121 PRECAST 355 1326 58 10'-6' (1240 PRECAST 306 1143 454cq 11'-4-(IV) PRECAST 278 10411 38 12'-0'(1441 PRECAST 260 971 1 345,1 IS-4-(ISDI PRECAST 229 857 278 14'-0'(1587 PRECAST 216 809 251 IT-4 QW) PRESTRESSED N.R. 633 16 19'-4'(23n PRESTRESSED N.R. 534 130 SAFE LATERAL LOADS FOR 410 00C A"ud 7" ftWr=Q nnnu 1 IJ IMTCOQ C SAFELOAD PLF LENGTH TYPE12RU 12RF6 RCMU 4'- 0 (52' PRECAST 1295 3692 2584, 4'- 8', (541 PRECAST 1213 3458 2417 5'- 8' (681 PRECAST 784 2236 1 5'- 10'(701 PRECAST 747 2129 155 6'- 6' (001 PRECAST 602 1716 117 7'- 8' (901 PRECAST 504 1438 91404 9'- 8' (1161 PRECAST 355 10114 14 4MT. 4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZM-21 It IMI IN16-2112M-21 12f21-11 21 12F32-2T 3'- 6' (4n PRECAST 2752 4287 5613 69LM 8264 95% 10915 4'- 0' (4n PRECAST 230 3721 46M 6023 7174 8325 9477 4'- 8' (541 PRECAST 2113 3291 4310 5328 6347 7365 8364 5'- 10'(70 PRECAST IBM 2527 3310 4092 4875 5658 6441 6'- 6' (71r) PRECAST 1444 2269,2972 3675 4378 5081 784 7- 6' (90') PRECAST 1267Q 1767 3194 3806 4417 5028 9'- 4' (1121 PRECAST 1028 117 2006 2590 7 350 4079 10'- 6'(1261 PRECAST 920 947 1612 2281 2164 3209 365J II'- 4-(130 PRECAST 550 529 1404 17 2441 290 3354 12'- O'(1441 PRECAST 614 753 1269 1788 2201 2615 3032 13'- 4'(160') PRECAST 688 633 94 1057 1485 1628 2169 2513 14'- O'(168' PRECAST 622 974 1365 1679 1993 2309 17- 4'(2087 PRECAST 434 E427 695 964 1162 140 1623 19'- 4'(2321 PRECAST 366 370 593 817 1002 1117 1372 1) WE RWRERS 01 PMEMIRSS ARE PTI:IID 41E0UMM RM WADE 40 MID ADOEO NM1L SEE W4[RA ,WEE MA 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4ws144 m SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE IN $--U IMO-2 IM14-1 12NIII-1 1=4 IM5-21 QW304 4'- 4- (521 PRECAST 1626 2685 3746 4806 5867 6928 7939 4'- e (541 PRECAST ISM 2582 3602 4623 5643 8664 7684 5'- 8' (5n PRECAST 1210 2042 2850 36M 4466 5273 6MI T- 10'(70l PRECAST 1173 1954 a 2769 3553 43M 5123 5908 6'- 8' (801 PRECAST 10201 ISMJ 2426 3114 M 4489 5177 7'- 6' (90' PRECAST 904 1226 2163 2776 3390 4003 4617 - 9' 8' (1161 PRECAST 703, 711 14M 2181 2663 3145 352814 11E MD6ERS W PADQUWM ARE MEW REOUC0910i FOR acc vu.uva .c SPADE 40 FE LD AMM R AIL Ss Q1ADL MOTE 90. 4 o , v KQW 5 0! PAMMESs ARE POMO 13WRA016 f0R l Sa FAD A07ED 11E6YL sa GARIAL TGIF la 4 VIT P80D1fGTe ° b "Cock''S FImw, 7 9410DUCTR%Wlb ft ft I9F 1 amOalOala. 0 0 03 boo+uo_ ,eAB 4D240 S'i4/ ``,` fFA'fiR,4Y 93584 pA to Mla l ti. SEE GENERAL NOTES - SHEET 1 OF 3 C>,G E,.0NALE4.4 I P.E W61.3Ds MEMe474 4N mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES1 HIMMESM MIAMMADE M1AM1-DARE COUNTY oFEWPRODUCT 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. 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, 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. NUSSILE 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 H)elmy A. Makar, P.E., M.S. MIAM •DADS COUNTY / NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. 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 1 of 1, and Drmping No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onfleacural 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. z 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Cert f ed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-101208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 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: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. 1. 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 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: I. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 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. 4. AL " e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/2812017 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. e.i 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 9-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A-"/,/ d e my A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTI3ER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/7.022 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 I. 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. A . elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 6 1 PRESTRESSEDT.4 HIGH STRENGTH PRECAST CONCRETE TYPE "A" STIRRUPS o+ 7[E3.0 BAR M sTT1IRRRuPs 9 I - a Snag ---}TAILS 7/3E`0 SA STIRRUPS TYPE "a" STIRRUPS `•t M GAM LIi A •T lI• lL`f 7i3 Ii:>•tlriallleli:tl:hJC1 C• •Y i i:r i;iJm C7. r1C.'.dSL r0 77ff cJ Lll vE l: amp Dc 3:.+ truer tT>EiQ. t[ raF ovc.3>?a[I ves; m t Ai EFCY Llt7, I!7 Dul J.1 lii ii DEf3S' 77 fL]G! f G:li to m20ffiqu lam'' m A" PRECAST W / 7" RECESS DOOR U-LINTEL DATA TABLE EyyOGia!}CytiEFflfiLSallL::1.T,4""..D FiG6i4IL\Lt1', IC Ii ii[!/:•,}Il1P PL11T:iiV. T. ,.Dt1:1:':ILSC'r3ILAti 0 Frei 1 t1t1tJ Jw:+l R,'V." VtYL".Jf:tt14 4 rtr+rt;c,itucrc..strsuria:.t:a7 ns;^rt>. rear c t a o rr-,alacm[U:rla.L.Ir..; rctu:a rrr. OC['i*SBtG3L'Ht:FSIIlSLlI_!:_':3'".4!',iti3:::['`FfiiO or R" PREP.ACT U—IINTFL DATA 1 4 rcr.c•crcnr> A IL tllf:ilil Ts.nI1 RR'+l11/,T. ttli11 1"n i7.J.-.+YLL: Inm®r lE r r o ocursmtasar:r..::I I[aat Irts3 t>+©L to tClQ-,i C47 tl:SLT VcF3':l 1r3/ WL7 t! Ag,n alYlRii 1OC VEl3^JFJCafaGlLLtt YIE1[[1[ttil'J>it i'.'.LiFIC/ V iLLIiCi l:IL7t L[1.Fv1Fr'1FlCa S' 7OdiDfft?Tl[1iC/aRsfl f i f 31ELT'_i Fi{:i Dc lia',i fi'Q f5 S7 T1lT_L RLl+'L1 OCJiF:l.li:' I iCSiF3Ci RY19tG%IS7 fLiTnfJ' Ci',ifF L'.[C 713C]t ma•,resr7 r ra[r r, in Ilo m. Al WAlmVT3 u1QlYrrll! 1IIICliliGl Bi"KM—Ima.;m I =]iticaw EV-0-3[rmmriicumm TW MltrmtTA" WoWi lop m rwa m WN rN07oo1 ArMOYAL Cr I, VWMCM a wtlt W LM Alm C4AK to AArNMM OR §MnM= ppm nm ma m" Comm 0r 43r ulnc WL me. um 7nket -• n.. aut 4= tmmlu 1. AEItWAW Xax; 7p2 wl alu Asia K et s. am m ma Rum or Rmtar+ AM IS tmN U"t to AM Arlo" 7/1. N= ammo is COO m oUAao fau am gumal OWN top-IIQAXAMN rRTRssWo 00 or IN[ wwatm W4 70t MUM SOUND AM A/IL M O/ tUMM " .. UM na Nm6otttm eAst K"M 7676! A ammrt L "09= oll[BNW e. tot " o VIA fat r rAmt rAal 00. rxm mo un@i; 1•.. 4w ra M ALL. man r moll up9m L L r0O1N. of ottr[?rntAL 1MFA4 m s. UM rawMl rolme 070 t Ir+• of pt of oom u NAr of usto N tmlatratslRflmtItI4AAmto0r7WK N. s7Atow 7. xwm msmoub to mint Law UPS IlAtmm mom oG;':••Nsv •. P+lonuc:Ynenaa I, j/ MtmlplJAyja96lN lN1Mb 11er o 03At ualolu 0 f y.0rc CRAM PARM ri••'•..R.:'\J, OW OR 379 SUMERFL336 . 4a, ONAL N'•' • fl..P.E.UC.N0.4f750 CAST—CRETE 8" LINTEL FABRICATION DETAILS ON r e nee nonvrry 1 nenc CAR A- PRFi-AST R PRFSTRFS8ED U.UNTELS 40-4gow SAFE LOAD -POUNDS PER LINEAR FOOT TYPE lEN6TI1 us-ae de-R erase 6i12-1e JIM-m ano-Ill e to 6a ef10-16 ertl-6e 6Rh16 51" US-15 93Z-011 W32-11 Y-C (427 PRECAST MI 3oe1 3713 61as 16W e064 6502 1U51 3M 460 61U 7547 074 10M 11601 4 -0' 48 PRECAST 1966 2u1 Ml 3M4em I56t 7W4 6101 2a93 4065 00 7547 T4 1a394 110" 4'—a' (34 • PRE?Yl1T 1599 IN2 2110 2031 31S3 45n SAW 6224 21m1 4376 113 7547 SM 1064' I= 5-4' (64.1 PRECASTI 1217 I3ro W6 WILD tsm sus 3Ne VA 1065 301a 5365 7347 x 5137 IGIVM 5-10' 0' PRFAAST 10112 tIW 1175 lei 2090 2549 3m9 3410 14SI MI 4360 d 71e1 M 6'-6' (787 PRHYLR y 1236 1171 3W1 3107 43N soil 1210 MI 34e0 5U1 1039 NO 7_6• (pp') PRECAST 7 1011 1121 tm 2203 2W1 3191 3Ri roll t 2061 3N6 601 N67 M72 9'-4' (I127 PRECAST 554 I" t160 162e 236I 34U tale 3302 1245 1e0 2564 303 M 10-6'(126 PRECAST 4/5 E35 aga Im 2w II77 2165 26M a13 IOR IWO 2013 II61 4734 11'- 1 PRECAST J62 662 etl 1306 1446 1423 Jul 4006 su 945 1360 tole 2423 3131 400a 12'-0' t44 PRECAST7 337 go ms 1264 M 2193 UO3 35R 540 e73 1234 I6M 21W Rem 35M IT-4' 1 PRECAST 296 471 755 1073 MM Ie36 2311 1e63 471 76 1 1425 1035 alc 2S1 14'-0' 1687 PRECAST 279 424 701 1002 Ins Im7 2127 200 442 7U 1002 1.1a6 107 U27 100 14'-8'(I76 PRfSiRESSED NR tatI. tel 0A gat lat A6 436 7eS 1376 t9m 24rn5 2517 II12 15'-•4'(1W) PRISIRESSED 6R xR NA tM N6 III K4 4(7 7la 1250 1p3 2055 2320 9513 t7'-e(208' PRISiR D H.R. Nk 54 roe NR J00 54e 6S0 13x0 1009 109 769 19'-4'(232') PRIESTREM N.N. NR let to Jet NR 42D 7W IW1 IM 1515 1710 21'-•4'(256' PRESTO NA Ift MR to JOE,- tl0 340 ad 6tl 1114 13" 4N 2r-e(2641 PRESOSAfO NA MR He MR HN MR Im 315 650 7N 1017 217D6 IA9 24'-O'(28B'} PRESiR6gD U. IR let Ki Kt 70 in 230 430 W N4 1092 l2G SAFE LATERAL LOADS FOR n11 eeew T- eee°r=omn 11J ormi5 SAFPCF LENGTH TYPE 8U8 I 8F8 RCMU T-r (421• PRECAST 1025 1024 1598 4'-0' (4n PRECAST 765 763 1309 4'-6' ,(541 PWAST 592 591 1073 5'-4' (441 PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 816 6'-0' (787 PRECAST 507 721 490 7-C (90) PRECAST 424 534 363 9'-4' (1121 PRECAST 326 • 512 230 1tl-6'(121r) PRECAST 264 401 180 11'-4 (13e) PRECAST 260 452 154 12'-O'(144')PRECAST 244 402 137 13'-4 (1601 PRECAST 217 324 110 14'-e(1681 PRECAST 206 293 100 14'-r(176')PRESTRESS® N.R. 2134 91 15'-4•(164') PRTSITESO N.R. 259 83 17'-4'(208j PRORESSM N.R. 194 64 19'-4' (23n PRESTRE W N.R, 148 52 21'-4'(25r) PRESTREM N.R. 125 42 22'-O'(264-) PRESTRESSED N.R. 116 40 24'-0'(26nPRESTREM N.R 91 33 sza= I IPI IFr LOAM MR 11- PRECAST A PRESTRESSED U-LINTt3.3 404wr+aW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eN-R JW2T tl li- 1I12-27 eflhiT 11`14-II SM-It 6M- 7fRM.99 4174-IT 926-IT ef25-2f IM-IT MU-21' 3-B' (4 PREOAST MI 2U5 24 4 % at= 7W1 ISd 2e55 3514 43M 6132 7m1 4'-0' (481 PRECAST 1>m 2305 Saga 361663xs 4 mo 13U 2303 3060 3815 S325 am C-6' (54' PRECAST t207 2M 2M 3M4711 S376 12M 2549 2707 3375 4711 SM 5'-4' 64 PRECAST L.E.We 2U6 396 45n OI 17L5 n" 267e 3399 1 Ml 45M 6'-10'(701 PRECAST M mad no. 25W 3107td 3420 no 4133 e21 MY 2M 24593 3107 1 3620 1 033 6,-6' (78') PRFIXST 436 1 1 23n 32S1 37 120 IAS im ION s" tote 3DI 3712 7'-6' (90'1 PRECAST 1 1614 2M 2426 M 3UA M 120 1624 5 Me 2627 mw 9'-4 (112 PRECAST UI Il]e 147{ 1e15 2357 2200rd 511 mi 4316 Is13 4969 2M4 isle t8'-6'(126') PRECAST 67D 6 I$ lld 1461 1736 2011 530 as llm 1472 1763 2035 2346 PRETJIST 414 6M eoo 1W7 III4 1513 179 tl4 401 t041 1372 IOU 1115 21e1 tr-O'(144' PRECAST tla 455 726 JIM 11 13e6 1553 4" 910 1302 tam lat 20R 13-4' 160 PRECAST7 Also 3m m7 7&1 961 nu 13D 411 • 400 7e0 1159 416 1 1w 14' d 168 PRECAST x4 3% a n4 at 1054 12" ill_ 425 70 1a63 t3S1 Ismm t107 14!-C(176') PRESTRESSED to 334 Me U3 970 Jul 240 395 an ow p63 Isle 1744 15'-4'(184' PRl•SIRESSm 224 313 400 i2/ 7d 911 JM4 230 See 616 90e 13A0 14m INS 17'-4'(2081PRESTRESSED 1R 1ffi 306 OOtgag t 7/ Ilea IVtIIl H7J 10'-4.1uc PRESTRESSm 1:2 226 34 447 U7 eR 47 IN 1U 4f9 W 041 lose 2II 21•-i•(258'f 11R SiRE` D 142 9M MI 303 4W 6N 65 141 2A 373 97 721 06 043 22'-0' (2041 PRESTRESSED 131 Ia7 29S 37a 462 4e DO lA AJ 5W aN oU 011 2{'-0' (288') PRESTREiiEO 124 170 20/ 10 l e/ 121 22 Me yj 415 IN 616 11E NUMBERS 84 PARl38NE515 ARE P1Rt W RM 1CW FOR GPJIDE 40 SEE COIERAI NORE K 18 ON SW 3 OF J. it) Rao ADDED REBAR, SEE CENTRAL NOTE NO. 4 ON SNEER 3 OF 3, PRODU TMWWW 6ADDuCrRg718wm, m°0p'tiaPRODUCTWIVISED an mmoyine Wllh lho Morido mamtiTt-6 wh Ual a e ti-t MlAat. a7od6000Cb(o 7OA011ain6t}rte ncroU° O5_2'1 otz,1-/S a°zo Apr i rucom un7TC _ 514FFT 3 OF 3 M=v y WEt4IJASSII AWL rtmvL 41 1R11mllu 1.1 Mm wmr 4v I GEIML tME 1A 4 ON SW 3 OF 3. EN PRODUCrRWMW T EQF y cRAmpAmwo l ;• rV RIR. SEFfNER.ERFL 004 , 44 FL PL UC. N0.44758 nui14` r— CRETE 8" LINTEL FABRICATION DETAILS 7701R " aovc rum FIE - as a 44754 I me 117r 10 ME R SArR r.RAVITV LOADS FOR 6" PREC.ASTwT Z' RECESS DOUR U-UNTELS 0_ 4 mva SAFE LOAD . POUNDS PER LINEAR FOOT TYPE LENGTH 8TiU6 f6" MFI lane-al lmFu•a6 eaao- 0,we melo-le Ye(e-1 eenz- ano-a mmo- 4'-4- PRf%AST7 1635 1740 3355 430 MIT 649J 75U 1691 Xa NfIX SM 060 64" 10M 4'-4i' (547 PRECAST 1494 150t Was 3M 4944 924 004 175 300 6632 e060 KA WW3S' 8' (66' PREOAST 8 2277 11J9 3102 J900111724MWelte0M7OSII 5'-10°(701 PREC7ISST 810 tI 2M 4242 609 OM 1n4 a7w 6'- PRECAST 797 001 1e25 3120 5046 7747 445 7M 001 ion J120 6046 7015 0170 105 7-li (907 PRRAST t169 7m 1400 2452 Me 3743 7239 603 165 142o 2459 3770 6743 on err(1Ie7 PRECASTerr Out 466 O99 Isle 2w 3120 4021 3145 520 629 1505 2253 3121 Im 6d91 SAFE UITERAL LOADS HR a- bmmf Aw ad 9'- RFfrn-q rinn1111A mm A SAFELOAD LENGTH TYPE 8RU6 8RF6 RCMU 4'-4't (521 PRECAST 758 757 1164 4W (54 PRECAST 694 693 1073 5'-r (&$I PRT:im 408 407 655 5'-10*(701 PXMW 382 381 616 6-8' (ear) mew 595 788 464 7'-6' (901 PROJAST 509 674 363 9'-8- (1161 PREGIST 370 490 214 j) THE NUMM IN PAREMESS ARE PERCENT REDUCn0M FOR OWE 40 4 SEE GENERA. NOTE 16 Flao ADDED REM SEE CIDERAL NOTE NO. 4 GENERAL NOTES 111Mdak aypr 12) w0 dodbiddad• I& 3i01/V boo latch d UP eddy b amodeb or w . 4m) PA d pad4eucl Tel - t10D &d Pd a , oAteglM eadm. d lelrb bCdld b aWrt awrM tryry.d dri hm. WclwlY• d Mfmdweeprlsdd(..tvrM sa( tdU A9WuOmlQ16 ar qo VlroQe Id nr6 v coonNleroprev. d0i ' 19&D pl OW -Ti n0e•m,01antsd'w4 y Ismu adl 276 bs IIj Irb' M r8ald Iw Irhe almaw wmJfii06 Ue ldodt6 yrdfx drad d d2v wQA411 IdUlOW wW W Aall Q70 gyp Y r 0 wa ndtd Ird } & f!4 hadn" bd S IDbIamld ad8w/ 4 mM kO 1 4 b.d. q-1 .Mm a Y 1 i/ 30 ucicd bd Sd. bd IQ Rr m padb Odd 6eOW al dac w oS bd 6om ml Yar WO 411M1m1&i to and bqW od ftni elr W. bd Wo cal bold bom ft ti 3) R.10 1d amt- Id .d had )ih 17) 3.k b.d .. mp,I , .hodb %W. 4) lac a..6m b pn "web bd do W pmd rddbm far Gay t0 em aMrdY clOdar. IQ Sda I.aM Yn1 a Nimd dnyo w b 65O .d AD 314 fLa Q _ VO Nip y t - W T! (JQ - 6601 pe 19)1/.7md Mm! M apwb mn M dMmf 6. W dmb.r b IwaO db'r71 raidmmd astvdd vudry wb QIt]Nf alga Ib 4del 9m OCd YeK N 4tb eud V ®rd 11110 kBcf4ti . Eamks lnal K .od ImW wrb PROOIICIRHgA+3D r.ac.rlr daelo111a fiafda 0 1 awwm coOQodaMW 1& Floliehcyraft Q 9w. Rr/ 0rldr v r.c0ai 4P= AAce+ruu -c 2: J5 " • ; m-1500p31 on A rdw amP 6. AW" br ba ps n6ma 2 n ad/er aUw brdO" baaoa ad arOb mJm 1b aadls*d D7 czww sm SAFE LAM I = 0) il. da4pm .womb a wd bay 1m 1b ode lad umn 6y alo40rp o1m1 Ia4L2 modrd ad aler d A-aq Ita. pa vamNREICJI 1A10 IN7010 3y.; ) Afba'ri. RILL E PNOI d10) apt . a1" m to talbm id1 aNd'(49 b 6s bald d a. 60a d d.1Md --4 1/2• C(R T>R ' '•.., (2) 13 REdldt Wd OR40 or GM A-.q SAFE 11151 IFT I DADS FOR R- PRECAST W/ 2- RECESS DOOR 11-LINTELS 4- T-0441t6 SAFE LOAD - POUNDS PER UN EAR FOOT TYPE LENGTH WO- M 80- Ir at 8111170- anal GF14- 2 arts- 1 meld- tleatx- 61022- 08121- ew o-n maa6- n 4'- 4'. PREGIST 5 / sw Me 21Q• 1056 315t 4415 040 Poe 1036 2762 3036 3"1 1 4445 5140 4'- 6' (54 PRECAST 09 1604 2172 2139 7 4D5 U43 e0 1014 2372 2/30 3607 I 4275 4W 5'- 8' (66) PTECI ST on Q07 232& le54 33Q 3211 0n MM 11P7 2604 33Q 3911 5'- 10`(70 PITETJIST R 1207 171 m 2ni 3260 2790 655 lm7 1746 2252 21n V99 li - 6, ( an PRExASf 10 26 1 low t429 2&T& 333 510 f0e0 1&to If60 2429 2 0 3R9 7'- 6' {SO' PRECAST s' 742 1364 ' 1 2160 2511 206e W6 196 1364 qa 2166 7 210 9'- B- (116') PRECA4T 461 am 12n im tee 21e0 30 st0 1072 139 m10 23JI f) THE NUMBERS N PAREHI M ARE PERCENT REDUCTIONS FOR WADE 40 FIELD ADDED RMML SEE GD7ERA1 NOTE NO. 4 TYPE DESIGNATION f WILD 1® 000P! / U 1&IRIIFd ma OIOIIII'f OF (3 @6e1 A FlatlW OF t119tt 6d11T 16 Iattl16r1 ® 1N J `V AVv 6f pJ lIOIRUt 1dRle R'3N Ar 11/1 by •• • i 'v rg •• .. , dF/ • ally,. •PRODUCTR6b 1Q1 aw Cal Ov15T ApIN. 16OM1sn 011 AM. 0. ... ascomPLftuidltheFTodpdal" RJ3S1Y6P ,,`j`(" EN , ' , Q. BldWiir&6xkTlo -O Z 19 f dhlhaPkrsdd 0 4d Dun ZeZ2Ha elf IRorflld CA doCRAIOCRsmo C. 4 <, tIR1b e7Y4CR679..,..i ce1G. SEFFNER R 9S5e4 VAN 91117c 12; 1.1 et:," u¢ IIc ~IIII lan,. fn[ Ar• N; 3,VW 7. ri;1.\i 1:irI/Y.I i. tira_ I_rf fit.,• man ' FABRICATIONDETAILS li1Q YilarEC4C1' rRa11 oniofthl affilamm M IAM I•DADE MIAMI-DADE COUNTY a PRODUCT CQNTROL 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) iviny.miamidade.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" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 09/11 /2. 18 rtu t•p.wEeouN•rY l.- Expiration Date: 09/11/2018 EMW Approval Date: 09/28/2017 Oq /Z $/Zo)? Page I Cast -Crete USA, Inc. _ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated Mcn-ch 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 611 & 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 fle,cural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systern'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manualfor 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 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 'fables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Atlarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Micnni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. J- " /, 8 R-, -/, elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.4-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete ,Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (IZM. 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.1Aakar, 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 t` ® w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TtPEy' ttvE 'A' S r ., . o 4' SOLID LINTEL_ DATA TAALE I14:[•]IJ I E37 I9)<FL 7MEW Gi:ltr t3l tlif.! aaLl'stl4` l.1QIL Buff MA iffL"r' wmamm RCSi[Nc.._..— MMAN eMUM, Qgi r T u, F M151•m11ffi 31 r m au EMM3,W m ono tF oe r c5d >tat:i r2 S : t n 1 naesrvml'7]vn to ernanaetcrv acuarss;Lt.ttc•rrvezi::er wn a C1[ Rfl1,Air" L•'L'74arti-' "lY'.VtF3![r1 CrlJ Q! rte a rte r am n. n u rll S- W r+e i in n I cLzr nn t• w ZIOf FWFX9 r OWOMIA1o0 is tqI "M m rRQooC7 Lrrt UL o * rorenta ST COI vvn UA! Me cmw at ttrtOtlM Ot rtMU M noon INC fete[ 1111117114 affim oLtf-cm m M& t. rMrotm Oro, f/as to 6511 "I'm04 A " n tMr i. sm"m v OM, ° mo It " Woo .tea ro MLar a AVIA "go t. NOo 1 K 101 MIAW v XMM 10030" ASt OXWO SWIM L COPUM sfratMO rL . ssro rM at AIL S OICU Ale O OW nm PM to of MS t omm mm m WWWr - M of tmm IS[6t1 M1 • 7so0 fL lol / tlm t[[tY SOA7S . r, MW VA sM FM= Gsr FAWM >• N006 sIMM i MIDI nm awt sC tOW "a an am to r Ot00 nM OIa t satws IttN OGI tot, d s NO is on UFMB AWSM ON"" mw ML 41 EN • maCocb tlwFlaiC QOgd4 Au?ISILoW17-oSZI.18 nroMofluWa o.4 °`'fu /6 0%diav tWa Q o 03 6 C iVO 'r'Zo18 O R 1 . 0324 CR O79 PRECAST AND PRESTRESSED LINTEL DETAILS ML NYR 03WW11 1 jJiM $16 a" WJ0 WJM u 9b1o1 atm 311C IM rb milt FLIM F.E. I man mail my: I ar l GENERAL NOTES 0 Yd wx fi •reg13000 pd . M VAm%p°oaams 2) N at. 6d IYrf bend a .drremm 4 loth eaWo rbdtn.hg. Una a 1) Mdfa In 3) P." bA m*Kw bra and had j*t& 4) In =-Aar in paalbnb bNie.b. U. Prtraa toa.Na for gndo b 6M edaed rda. Z= mft V If71 .anal a + 142e (fe) -Ike pU lMM IS Fdeh mat ar .md a.a.d'yr. rm1)pe1 alas 1 -4• a Mover vtle a ®N t/100 aeheclebdgnp 6aOaISDmftIIwaIW fMNe ft09M W. a) Sh m dad Gohis m mgghd. 7) 4\ Y be lch ./ a fiwmoo bada.dd .M 4 in9) II. 64W my a moo aacrdsdsd b* bam ths mh b•d totla d/ Ialalddiev ` oerdmwr rwk* ooment ad dw d d-o mF rmn Be 12) r a tr Lbkb m mf.debad d0 S-I Erg Ulan d U. ab toaemo.dele .vd r I lle.l .ebg ad p. I» Vim wimina sw= ASN t`•ld or .6a "4q uj Yb. bb am a `f(ir a`91i• .Mf (9wi4 °`4 U. r aetY da+enc 1.ereat b.db.d + f}pee_Mdi+eY bade Si IA S.M \. nl.d mod srM daabl toe 15) For ampodt. G" WOU at &VAM a• o.h b.d Itm •.d Imw W den 10) Fv odd Ingth. MI, dna dw "I. bad dram not I. pA too Yore. 17) S. Ie bob m apahtpa d .le.d'.M b•Or 10) $A ball hood a m6d d dp. arab p.r Ao MO ad All 31L is) AMWW MIeN b•d tapxlr e® b cQbe'nd OIIM dfde a Er praaLig o"ibed tddasd mood. memory anL (don) abor. IM NIeL Su dmtrl bd.o SEE SAFE lATETUL LOAD WLES FOR LOAD PATPIC is+77{ 11' FOR EACH AD011101ML M CEOCW COME1/r C1R TYP M mot "`. S5 2) RMIr UNS CR40 or GM SAFE LOADS FOR 4" SOLID LINTELS 44-4a19n GRAVITY TYPE LENGTH 4S8 S-6' ( 421 PRECAST 1180 4'-Q- ( 481 PRECAST 959 4'-6' ( 54' PRECAST 789 5'-10'( 701 PRECAST 460 6'-C ( 7n PRECAST 360 r-6- ( 901 PRECAST 260 9'-4' ( 1121 PRECAST 156 f0'-6'( 126') PRECAST 116 12U8 Ca il R•f'[ UPUFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0• ( 451 PRECAST 597 320 C-6' ( 54' PRECAST 529 258 5'-10'( 70' PRECAST 407 148 G'-6' ( 71r) PRECAST 368 118 7'-C ( 901 PRECAST 280 87 9'-e ( 1121 PRECAST 187 55 10'-6'( 126) PRECAST 152 43 12F8 12F12 12F16 10) IQ Ulm ( W oad.d obw 10 to baba d Us bdbo of W ftW m.$. ',.. ..M1'`, f •'+.'a Ji w i:- :,,_}'• PRODUcrREVIsro 8U8 6F8 6F12 6F18 Gf eomoftwi1611a: Paeids yr'',1{'•, 1u11EegCb•b ,_ _,,, 1. / TYPE DESIGNATION ••• z '^ rr.mmfmianu/ p-Ismm F B 1 t : y.i1 ° '& /''•'% ..-.• • 3. 077M0 f. WM •r • iyZ ' n i ti. dip e. 12F16-28/ 2T oi0011a001IY7C ®N N•m! ` • ',' '. . ; i'7`' '•! .. f \ iw 4 Y I . : J . •. :... "^+:... ' \.• iI ':.: ail; 5:, j.4''' Sao fm tr tow t ., rVtaw • ' L, -w.j5 :'A: 1 ii r/1;` va.,...• ':. v:.••i 3 i ova. 4S6 j.'' i•Ss 1• • .fo • • • • • y: ` AF • •'• 12F28 12F24 12F20 e2 s'. r7 sort •• r; 1De yL iia uAratrmrae •. •ti -:• `* - PRODl1MMVISI,'D oDe;,,u me Iumt' • •+` S' It+ "d • ST T • * ovlld*Cbd wim au Pfataa 11 a tl 10® • • • • • • • • p . ,,•!u, `CRNG PARRINO HyIcou `° N°V4-0 •it RolmmoTNR10;• C1.6MCR6796F32 6F28 6F246F20 'PSG'FL ESUMURC NipMW MMETIMd (/(/J CAST-CAST4", 6" & 12" LINTEL SAFE LOAD TABLES C Wcwe I { \ . NF aA1tC 01SOt5- 14 tlRAtm tm 301IAII ADWp xAIF: 0.11 IC'.Ct 1 1W6 3 l aeummo eF. 111I0 PL - Im ID, 40361 OUM.. NX U4612 SIRU I Of 3 SAFE GRAVITY LOADS FOR 8" PRECAST U•LINYELS 4 ^11M.4 " WE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 608 SF8-10 6F12-16 U16-10 UM-18 6F2htB 8F28-1S 6F32-18 S-6' (42') PRECAST 2332 2675 3892 5050 1 6148 7227 8297 7 4'-0' (451 PRECAST 2025 2313 W92 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 7 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (90' PRECAST 779 883 1459 2105 3151 4524 6654 9357 00 9'-4' (1121 PRECAST 584 660 1056 IS23 2084 2795 3731 10'-8'(1261 PRECAST 503 560 05 1270 1706 2236 2898 r374711'-4'(13n PRECAST 457 513 805 11A 1507 1052 2492 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 13'-4'(1601 PRECAST 373 417 645 095 1170 1485 1852 2285 14'-O'(168") PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 1 455 620 T94 285 1198 1 1437 PARENTM55 ARE PERCENT REDUCGRADE40RED IONS ADDED RESAR, SEE GENERAL NOTE TNO. 4FOR I SEE GENERAL NOTES - SHEET 1 OF 3 tu SAFE LATERAL LOADS MRA" DRFCART HJ INTFIA C, 4 SAFE LOAD pLF LENGTH YYPE 8U8 8F8 RCMU 3'- C (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 467 787 1 445 4'- 8' (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 198 6'- 6' (781 PRECAST 263 496 157 7'- 8' (90' PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 I0l'- 6'(1261 PRECAST 131 276 58 11'- 4-(1361 PRECAST 139 311 49 12'- O'(1441 PRECAST 131 277 44 IS- 4-(160') PRECAST 117 223 35 14'- O'(16n PRECAST 111 202 32 17'- 4'(208 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS CMIM- 4011p SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH ---, TYPE 616-11 6F12-IT MOAT 6F20-IT 6F24-11 6i28-1T 6FJ2-1i 3'- C (421 PRECAST 1412 2074 2715 3350 3997 4638 5279 4'- 0' (401 PRECAST 1223 I800 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1083 1592 2084 2577 3069 3552 4055 5'- 10'(701 PRECAST 931 1222 1600 1979 2357 2736 3114 6'- 8' (761 PREGIST 723 1097 143700 1777 2117 2457 2797 7'- V (901 PRECAST 648 ops9'- 4' 663" 1249 1544E 18401i 2135 m 2431 1127ECAS PRT579 5T14D 980 In 1252 1442 1732 1972 tv 10'- 6'(I267 PRECAST 514 462 787 1121 133 1551 1756 11'- 4'(1361 PRECAST 474 104 885 985 1213 1442 1645 12'- O'(1441 PRECAST 454 r 38711 619 j 688 1093 1299 1508 IX- 4'(ISO-) PRECAST 402 308 516 738 to 906 cm 1076 1247 14'- O'(1681 PRECAST 368 lu 285M 475 877 832 969 1145 to 17'- 4'(2061 PRECAST 253 108 338 476 535 go 693 pq 803 Q) THE NUSISERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR OWE 40 FIELD ADDED REEIAR. SEE GENERAL NOTE NO. 4 PRODUCT. ggva8D 8d d`e9 CCO&vil0 Eo Pbwda A ceptt W_" 8 Dy q. 4 VR0b0CrpX'KSrD ft Fy'cftptt Ag. CRNGPARRINO 0y i 8 OO' irsAl. E;;. SEF 70iVcaaaa11j111 FL. P.E.UO.NO.44756 ImCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE FU MM 0=t-11 I C?m m =a mm I wm Alf. r •- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS W11,41Af1V SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 t2F6-26 12F12-191ff16- INN-29IM4-28ITA-2912F32-28 3'-6' (421 PRECAST 3428 5000 SM 7619 9352 11060 12755 14433 4'-0- (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14433 4'-6' (541 PRECAST 2396 3464 5304 7019 W52 IWO 17755 14435 5'-10-(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 144 , 6'-6' (78') PRECAST 1383 19M 2679 4196 6421 10032 12755 1" 7 -6' (901 PRECAST 1138 1628 2131 3218 4878 8756 978308313521 9'-4' (1121 PRECAST 795 1216 1535 2230 3 4107 5593 7552, 10'-6-(126') PRECAST 614 1043 1295 I853 2510 3323 4334 5632 11'-4'(1361 PRECAST 516 945 1162 1649 2216 2893 3719 4746 12'-0' (144') PRECAST 456 878 1073 1513 20M 2617 3333 4200 13'-4'(160' PRECAST 359 767 920 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 720p 665 1204 1594 2017 2451 3106 17-4"(2087 PRECAST NR 451p 631 881 1141 1428p 1750 2102 19'.4'(232) PRECAST N.R. 343 477 ,, 700 925 j 11520J 1380 1609 4) K IUME 5 a FAAONR9S ARE PEI CW RTuuCROVS MR am 40 FEr4 ADUM RERAR $a mot NMI N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U.LINTELS cwsr• mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1306 12166-28 W10- 11IF14- 11R118- IMM22- IN211.41 13F 4'-4" (521 PRECAST 2538 2942 5460 7564 9640 11669 13679 15M 4'-C (541 PRECAST 2319 2740 5468 7584 9640 11669 13579 15679 5'-8' (661 PRECAST 1347 1841 3555 6395 9640 11669 13M 1567% 5'-10'(701 PRECAST 1259 1758 3351 5954 9358 11669 13679 158 6'-8- (801 PRECAST 921 1 1430 2633 14415 1 =4 1 1 1480q 7'-6' (901 PRECAST 703 1 1203 2157 13494 15259 1 7MJ 9623A 11 9'-8' (I161 PRECAST 389 1 643 114514 2137 13203 4 4427 507 8380 CnR 41- ORFCAST IIJ IMTFI S 4-w4mm— SAFELOAD PLF LENGTH TYPE 12U8 I 12FB RCMU S-6' (42' PRECAST 129514841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 155 6'-6- (76 PRECAST 579 2187 123 7'-8' (90' PRECAST 474 177/ 914* 9'-4- (1)2 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 45404 11-4"(IV) PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4-(16n PRECAST 229 857 278 14'4(10r) PRECAST 216 809 251 ei 17'-4'(2081 PRESSTRESSM N.R. 833 16 19'-0(2321 PRESIRESSEO N.R. 1 534,1 130 Jr.r. VGR/VR Muir. 10 LENGTH 4'-4' (52' PRECAST 4'-r. (54' PRECAST 5'-8' (68l PRECAST 5'-10'(70' PRECAST 6'-8" (601 PRECAST 7'-8' (901 PRECAST 504 a ODUCtRevuw 6d> InO tha F(anda A- Z. Z1.1198 Af' SEE GENERAL NOTES - SHEET 1 OF 3 PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4ws1 4iM1v SAFE LOAD -POUNDS PER EARFOOT LENGTH TYPE 1215-21 1IF12-21I2F18-21 INW-21 TV24-IT V28-2112F32-21 3'- 6- (421 PRECAST 2752 4287 5613 6936 8264 9589 10915 4'- 0' (461 PRECAST 2389 3721 4872 6023 7174 8323 9477 4' 4' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10"(70r) PRECAST 1623 2527 3310 4092 4875 56H 6441 6'- 8' (7n PRECAST 1444 2269,2972 3675 4378 5081 5784 1- 6' (901 PRECAST 12670 1767 2563.1 3194 3806p, 4411 j 3028 9'- 4- (1121 PRECAST 1028 117IQ 2006 2590 WA 350.4079 10'- 6"(126r) PRECAST 920 947 1512 2281 2764 3209 11'- 4'(1361 PRECAST B58 829 1404 IMP 2441 2902CL 3384 12'- 0-(1441 PRECAST 81/ 753 1269 T788 110192616 3032 13'- 4'(1601 PRECAST 678 633 1051 1485 1826 2169 2513 14'- O'(168') PRECAST 622 566 974 1365 1679 1993 2309 170- 4"(208' PRECAST 434 427 695 964 1182 1402 16M 19'- 4'(23n PRECAST 366 3701 593 817 MA 1187 1372 1) 111E RAp m R7 FABMKZ ARE mwff REDIAvaCi MR WK 40 FE1D AM ftW& SEE GEi1f K ROM $14 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12' RECESS DOOR U-LINTELS 4t4A1s7' titmn I SAFE LOAD -POUNDS PER LINEAR FOOT 3692 258 4'-4- (521 PRECAST 1626 12685 13740 4806 15857 16M 7989 3458 2417 4'-6- (541 PRECAST 1558 2582 3602 4623 5643 6664 7684 2236 165 5'-8" (68' PRECAST 1210 2042 2650 3650 4466 5273 6081 2129 155 5'-10'(701 PRECAST 1173 1954 2769 3553 43M SM 5908 1716 117 6'-8' (501 PRECAST 1020 15M 2416 3114 3802 4489 3117 1438 914 7'-6' (901 PRECAST 904 1226 21 2716 3390 4007 4817 1161 PRECAST 703 j 771,,11472,j 21810J 2663,4 31454 36M N101BE1t5 IN FWWOR99 ARC POWT RMUCIRIN7 MR G,. ENS • 40 FMQ ADDED REBAR. SEE 441RPAA ND¢ R0. 4 447 PRoDummvlsDD J— . 1 - villl NN flulEdt s( T E F 1, !c Aeaagom No 0 0, 0 3 10 StINKa 935M Di°° G Qa..$ ` Fi.P.EAM.d'aAM mwCAST- CRETE 46" & 12" LINTEL SAFE LOAD TABLES na Rum FN -14 DAAn 11D JWM AGNATE Sei{E lux I " Rr4sacml I Woo ysyv4 I Qwmv Rrt CRIB FAQ, FL • RFO. M0. 4QR I OfQ@lp N0. U/PII sir s OF 7I MIAMFDADE MIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 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) ivivtiv.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHI)• 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 AHI 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 Panino, P.E., dated June 7, 1996, last revision dated June 32, 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 shalt 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. MIAMFDADE COUNTY % NOA No. 17-0821.19 Expiration 'Date: OS/21/Z022022 Approval Date: 09/28/2017 O9 `Zg Ze 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P. E, dated 06107197, revision #4 dated 04128198, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, 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 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Iviade 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 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. PaA&! e my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/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 MiamiDade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation; dated January, 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 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 lkliami-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 #1.4-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of3, 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 ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. A Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom 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. 1- at- - elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 AST ovre. HIGH STRENGTH PRECAST AND i PRESTRESSED CONCRETE LINTELS PROOLICCRCPII•WPD PROIWCTR[SVISGD_• ... oaaaOG10[w11AthoN.Iida 7,V2 UO BASTIRRUPS LPSAoSTIRRUPS TYPF ` SMRRUPS Y q O BAR U 114 B j]RRU STIRRUPtDETAIIS aewru 0—i` wTA15 0 U—LINTEL DATA 'TABLE i'. f'•.1'f iat;•; rlmur:[Iiil'FiVI aaaf. YiL t YYL 1Zlaa C 1 4T L_.ia7 fEi+ S11C'1faCF1 tlf31:.[ I1Cii t/Fiii] Ct iG'+i0 6 L'SiL•'[1r1C FlV i ' iC7i 1[t li iilt7 LCSiI: lrL1 E7Eft/c'70 7iVz G[idfifiil0 9m112MA 0FRaF'f A" PRFCAST W/ 2" RECESS DOOR U_UNTE.L DATA E' i1?,-i:[I• I. ii liia[•s f.c f.;rr I YI.I\L'•:ilif4 Ylii if11 Vic- a CSC ii[..!'rlalJ rtL'"LSIIT..S':T, VCY:.SILG'Ii17/t!• l GrllG FiQY[Lr•!l3l 1L1_i'!r'AGT[Ffl 713 r,s ar sl a:ar.r enls r;:.r r•, rrn" L• 7o wmOry' valdtll a.. Bu0 6 OW 17— IDI M . as11. ALL aaLL V1' 1IA M tnffV* WE aamc nW KWM e m pI.I.1 lww m nri • r aaoa. a aau s o2i r r r CrEMf1R0 LMn NEP&09=0 CALK I&RM02 LIODEi Taf I1, UMI7 0a'OmaR011 a V80=0 FM t OM NMVAL f! Ir raWCCIW rr NHWNf LW AM CA)= aE Ituwol = 04 =MUM LlUW f flit rasa YOLIO =SW W uv—MM USL mn 1. afw= m W"L; vIn as Af W ASIOI Y A a wrlo UK Iom mmm all gmw.- ANe K QOIa arAOC w AaIY Nia•t/Ia lltlmltan-wAwWtwraJlaPIO1 mm" a WIMW IWM fM CM cdo O am"s CA oawaMUDASTOoiil ama W MW Goa w7aa. MOM a MYWf L Wyeate ala@OaI e. • anal Rl ma a• raal " an A6DIum tam^ e- UN rn M ALL a as r0wm. of rwrgwn m Iwla a1 Ia waWalUmU& • • W oa{am[ 1a m W WUL Nimm fmc . a•m a lP. L A N A ar rronaamLIWELamwMauorof1. s7Av l_i x0m emmaali Lo araaf Lamw as IurwrC ramm Y , J N . E S •, Pao ticTacvts;u gE G CRAHt PAFiRIhO 9QC.9A724Cq670uVSEiR1ER.FL3Ss04, UGNJA17so CAST—CRETE 8" LINTEL FABRICATION DETAILS C neanTv I nn no cnta a- 00Pf]A4lT R PRPRTRF89®USJNTFI_6 wsl 4aeea' SAFE LOAO - POUNDS PER LINEAR FOOT TYPE LENGTH IIUB Wil-Caae-tb 811Y-oe ant-te OFIe-Oe ans-ce tf3M1 OB epSo-le d21-00 as24-u aF2a-OB Ivm-1a ef]2 OB eFn-le 3-6• (427 PRECAST 2231 AN MIS alu an w" Isu IN31 SM 4605 grr SM 7547 4114 10 34 111104 4'-0' (481 PRECAST 1966 2w SM 4890 501 1434 107 UU JW5 SM 7547 U74 1094 It= 4-43' (541 PRECAST IeSN ION 2110 MI 37W 4376 6100 It2l 2149 4315 113 75a A 6N2 I0M4 I= 5-4' !i47 1217 1349 1430 INS25lo JU3 31a6 424 1007 3-MI Was 7547w Mllrull 111133s. 10 5'-10' PRECAST7 T062 Ila* 1273 1631 20W 2349 a099 300 1451 MIS 1 4360 7161fit sm. 7181 fwft Y-6' (A6') PftE0M15T y HA 21 Ml 3w 4XI 061 123I 2177 1 Nall SJII I060 1 aus r-6' 90 PRECAIT7 j tall 1721 2w 3191 3115 IOU 1 IM I ISM 3696 fiat 5467W 11412 9'-4• (112'J PRECAST 554 6f! 11W 1625 29( Mae Die 3702 742 1 1245 1 140 294 340 4Wpd Will ItY-8'(126) PRECAST 475 e34 1247 20u IM2143 Will 43 1 1031 1 13M Sou D1111 364,11w 4731 I7'-4'(1367 PRECAST J6Y SeZ 14 I= le40 2423 3117 4001 sat iW 130 444E 2423 31n 4906 It-0'(tN' PRECAST 377 e73 1254 160 2123 2eo5 3S5t Mo 1 073 1251 1604 2193 On 13-4" ( 1 PRECAST 296 at 755 1073 Hill 1930 NIS 2831 at I 765 1073 lin INa 2314 21M 14'-O'(168 PRECAST 279 424 7 toot 1329 I07 11Y7 267N lu 1 7010/ 1002 13U tw7 mu 2670 14-6'(17 m NR 6 M 37 M SIR et asa 763 R70 9190t 7243 1 2717 2711 16'F Ue47 PRE NR re tit He 0R u lot W 412 7I0 I= IM 2w 23M 250 17'-4'(2081 PRESTRESSW NR RA lot wol BR l04 4w 2lal2etare law 24a 19'-4'(232' PRESTRESSED N.R. MR SIR 313S 1D37 1151 1516 DIB 21'-4`(2351 PRESTRESSED NA Ili, KR 1 w 111114 ON 140 22' $(264 PR[3TNESS[D µR, Mt is a to yft Na IA 31844 I00 1259 In$ 2F-d(288') PRESTRESSM N,R111 5t NI NR M iM 730 1•u0 054 1 NI 1reY ltll SAFE LATERAL LOADS FOR lncoeon Ala IUT=G A°• SAFE LOAD PLF TYPE 13U8 OF8 RAMU 3'-8' (421• PRECAST 1025 1024 1598 4'-d (481 PRECUT 765 763 1309 4'-d ,(541 PRECAST 592 591 1073 5'-4' (541 PRECAST 411 411 745 5'-1d(7d) PRECUT 340 339 616 0-6' (781 PRECAST 507 721 490 r-r (on PRECAST 424 634 363 V-1' (1121 PRECAST 326 • 512 230 td-6'(126) PRECAST 264 401 180 11'4'(1367 PRECAST 260 452 154 12'-O'(144yPRECAST 244 402 137 I Y- ! (1501 PRE= 217 324 110 14'-O'(168'j PRECUT 205 293 100 14'-6"(176jPREStR W) N.R. 2M 91 IS'-4'(184') PRESTRESSED N.R. 259 W IT-4'(=I PRESTRESSED N.R. 194 64 18'-e(un PRESTRESSEO N.R. 148 52 21'-4'(2561 PRESTRESSED N.R. 123 42 2Z-$(2641 PREs1REM N.R. 116 40 24'-0•(2A87 PRESTRFSM N.R. 91 33 nAVP 11Pt SM I nens PnR R- PRECAST& PRESTRE98ED U4_NTELS pBF R4t7!'9 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH awri I- 7VfftnZAI W -17 VNr11 Ina2l aF20-r1 ISM-21 6F24-17 U24-6 U211-IT VIS-a sm-IT M - 2T3'-0' 4 pRLTiIST is694 5263 MI i569 3524 4394 SM SM 7001 4'-d (4D PRECAST I= SM AI6 sits 6079W633w3a160705325SM 4-6' (641 PRMAgT 1201 2107 3 4043 all 0371in727073Aa4WA4711SM 6,(' lots W$ 2838 339! 32i 45t2 1010 1715 wa; 1 2aia 3H9 19 4311 5-to•(707 PRECAST am 14n 2513 3101 Jct9 4W3 GIs 15n 20W 1 2593 3107, ZW 4133 fI'-6' (76'J PRECAST 1407 1 2JM 3251 37124. on w1407 4eee I I= 2w 3251 I TM r- 6• (907 PREGIT 7 1065 1624 tres 2an 3t2D 7n 1724 1 1124 1 2025 NM 1 2e27 1 3113 9'- 4' (1127 PRECAST AI 7N MG 1a1 ifl6 2157 INDol sol Bel 131e 1 1663 1 IM 294 1 200 10'- 6' 126 PRBIIST 6A 876 C 9116pyl iIISd Nil CMIN 2911 SIX 03 11a0 adi I4R W t74J 2= 2346 11'- 4'(1367 PRE4YGSi a4 We 1wT In4 1513 IM 01 907 10,62pid IV22d 1943 21N i2'- 0' 144 PRECAST 470 438 ru w 11 11115A 130 1S6S 470 sm 910 13M IS60 l5law toys I3-'( 180l PKW 418N me e07 aw 7M MA 664 IlQ 13t3 4M . 400 7e0 lt39 le 16 97 14'- 0'{1651 PRECAST 3e4 15 860 bJ 724 MCA 10544111 123WO 410 423 717 bA I0R7 tMad 1582 IWY 14- E'(170 PREST EM w 4 no ftf 672 US tA pi 1131 3u is 960 4303 Isla 1734 15'- 4'(184y PRESIIESSLU 317 See 4MM ats 627 on 7W 12 fit 1440 1054 017'- 4'{2067 PR6IRESSEU r24 3N 690 74 Y'- 4-(2321PRFSMESStiD2M 343 4a 5a 747 203 420 V3 84 052 1227 PRESTRESSED 904 Sol 303 8) See bay 1, 41 232 313 37 AI a 1048 2Z- O'(2641 PRESIRE.,'SfD uy 197 M3 a9 462 ae am 137 22J 358 513 ae as at 24'- O'(2867 PRESTRESSED 114 119 207 342 16 492 so 114 202 M9 455 6N wa J) THE NUMERS IN PAREHI)IESIS ARE PBXMT REOUCRON5 FOR CRADE 40 4 SEE CE7IERAL NOTE K 13 ON aw 3 of a FIELD ADDED ROM SEE GENERAL NOTE N0. 4 ON SFW 3 OF 3. cowritzHEWED Rt0D17CT mawly1li's PRODUC7REVISED acoaudbtSyb%%rtththe Fladda cok With 01* fic" MCAV'1e6 tht.iOl p addeGCode 'D 4sleetTo Aocvtonee No ; wow aipti 7) zt2°Zt m17-OZ2'7• JS A 'n 4J7Mwat B7 M Conuel AIrRAI. NaTES - SHEET 3 OF 3 _ 1 v' c 10 MI, 4 16) RI11= FM VCnt,WI rTN/WnYnJ MI vrvtvtc w FTc CDi M WE NO. 4 ON SHEET 3 OF 3. PRODUITRRVIa'a0 v oleY'4S FAWel7oNdaMc9W ocs731[ o 0 o Z MgQPAWM ng9mbnl7m A r` 6324CR679 SEFFWL R. 331iO4 FLPELIC.140.44758 E 8" LINTEL FABRICATION DETAILS d AAFF I;RAVITY MADS FOR e" PRECASTwT r RECESS 0010R U-LINTELS Ic ST 40- SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH t»UFm 1ISF1 lSlFl ane-0 ea2e-0e IJrJO- Uei-Ie 01tF10- EV14-1 WTS-I 161t-1 21-11 BIF10-I L'-4' 7 PRECAST 16M 1711 3355 3200 4310 5427 803 759 1.. 3109 5101 6Q0 am 9479 ww 4'-8' (54 PFtE7 hST 1494 tSOf 3063 29oi M6e 4949 9N 6901 1756 3600 52W e671 e965 471 106A 5'-6' (65' PRECAST 866 9to I770 me 2t77 43J9 3402 30W 11 R 24e1 4557 6XI 6069W WN 93tiMi 5'-10"(701 PRECAST 810 IGm Iwo 1114 2640 3174 3700 1113 2M 4242 a3led IINION Aft eme 6'-8' (60a) PRECAST 797 901 Ie7S Jlio 5046 7147 416 7360 901 late 312D bO4e 7015 0470 1 7 -6• (90•) PRECAST 669 735 1490 2459 3776 1 7m 6027 735 U0D 1159 377e 6747 I 9--O' (IW)PRECAST 411 991 156e Pt53 3U9 4091 3146 r26 tl9 IS6e 9 403 S591 SAFE LATERAL LOADS FOR a• vbzf aar.Av• t7 ema nnnG ItJ mTtrl ti CAA SAFP l.OAD LENGTH TYPE 8RU8 8RF6 R *MU 4'-44 (3n PREO141• 756 1 757 1164 4'-6• (5{1 PRECAST 694 693 1073 5'-Er (60 PRECAST 408 407 655 5-101(701 PREW 382 381 616 6'-e (W) PRECAST 595 788 464 7'-6• (901 PRECAST 609 674 363 116 PRECAST 370 490 2T4 1) THE NU319FA5 N PARWMIS ARE PER ENT REDUCTIONS PDR GRADE 40 1 SEE CDIER3L NOTE IS FIELD ADDED REM SEE GENT VI NOTE NO. 4 92M q tm«aee• 12) Udtdr m asno d p }' beg mfd.. a 1M rugs to c=mde. re bed ed Ceara cad t6O6 pl am". o a n(bd1 6000 pal 3/0 6 yeY dsr/ wL d50 v !SW rWr a0dtr+ rul 14) u. akw .rb of rdth labowL skids r p. ou a'b Na0 ear. a wliy a dare aXre! r aceadnn 11! rt10 4II6 ar MPrond omG4 nw' r AA A W14 14b ; a ='I abaiQ1a. 1q""ASa A31110 omen 97o w ra.dkn t IA 23 AS perk b oy+l*dIbb..d a a e{iam_4 bW o!?pd famdIm fd. I.ab rr OW M aM Mdto W W 16) ror a eaI gold e.b at M4 ® .a. W (rao rd v bW shah Rbl ialeele''• • IN for wd Imam at Deg i0. mb Im6 bm sad leapt Itop Rasa 3) F.A!b fr .pbf Io am bKd 1.bn 17) $do bft W. ayaea.mra dtm tl. bW, Q na mom" Is pareaheda brdmlea W peaA raarasa he Oahe 40 00 odd r.e.c 16) 30 boa baud a. r.0aa dWp s w AU MO 90 All 311 Disks 1usi1. ari l.adesoi fO2 a — to)a1°e na ttrdb6oamr`wI{am v in Rd* wd or mud_ t%JW ddbc0'A . J tt:m rnabs+ WI Jr Q0 r7-/ od be9u aeu ?RODVCTIf71EWrD JrM1ea. o bS O. rldM &w" m eeag117is6ldb 6e re jb bbdssiM g118w muGg _ w d Sham 19k4 Otde a r.irbad •r' a V9Woele oth - 022 .15 7) ab 17 riar me/ b. 4U[bW la b413 rebus. Iwo b1 ./. Ibe!d d IiAd east rmye• nm c a 940s>dd p dNfr dnatad mamada. J.• `. SEE WE um LOW 1) be ..wd. aaswk" 1"13 km w edb W tdb. by cde mOtidb aaamt d &, d *., hn m. 1a.:R WILM FOR LW WONO FOR M A0000K _ ORCEiI S11 t='*% i . RCYIi FUCOURSE10) BR . Rd sad PRO! mcar It) OaUea SJW QW "guff is M bmld a U. bdl® Of W r.bl e.4,16 1/2. Cam M 2) +5 ROAR sau OR40 or OR60 a SAFE UPLIFT LOADS FOR R" PRECAST wT 2" RECESS DOOR U-LINTELS 4 asr4 a4ne SAFE LOAD - POUNDS PER LINEAR FOOT TYP6 LENGTH t0lft- tr 16 1 6df1{-I 16-I x e7lf7i-I 6AFJ0-rt WG- n WO-11 Gn4-21 WO-2 L922-21 mars- WJ11-21 4'- 4". ( 5" / PRECAST 160 3b2 25630P51 4445 6140 e06 I= 2369 3W 3751 4445 5140 4'- 6• (541 PREW 67 1004 2272 032 3507 4V$ 4%3 00 1604 W2 2939 3W 42)5 4143 5' $° ( 65) PRECAST M1 IM 1320 2054 33U 3911 075 1249 1 1707 2326 2a34 I 33U 3111 5'- 10'(70' PRECAST 65 lWtm 1746hd 2P19 V?Jfii JZa6 to 5% lW 1746 2259 27n 6G.- W(anPRECAST 570 020 1 19t0 2420 te70SA 10121530I16014S2el97'- 6' 901 PRECAST N6 742 ISW 1 2100 2rn60e 1=9M 1364 1763 2106 25679'—r116-) PRECAST 393 . 46e 004 122t 4 1 395 500 1072 13W 1) THE NUA18lRS N PARDIINESIS ARE PERCFHT RFDUC1m FOR GRADE 40 FIELD ADDED RE9AR SEE MOM NOTE NO. 4 TYPE F DESIGGN OAHTIIOON mauamIMM AT III. coo 8F MO17/ 4I®M J L 01A101r of IS tlm@Gl 1bilOe IrDAM1 A IS WAR Al OF CAOVf jS eF601 Ai f0110L a m Leas two aaayf • f i .' •PRODUCI•RUVI.000 ACa1C rF of BM101 IaN• O'•6 O'ca da"uktan;u:r t ; • ' No 0 realm = osaL rROOUQrR17VUO0 f..Ia.Oa : • 44 b ftsodu lhaFloeAM e . e;C'* p txrrlmlr •Otaate Oe oZ 7: F +QOQ1 m4plsrbbOmo - l 3 i 4s(rel' _ i 1 C CR410PARRWO L' rF'c: , R• 1 ' 0,, 9O240R679 i• S:4i....:. •cc1 as MER Fl. =04 t1 t OF me CAST—CRETE 8" LINTER. FABRICATION DETAILS s N ,`. fei eJW: e60p-u WkA er. CLW rltfl9, t'.6 - er1[3t/kd SC40 YOF t0 st911[ D" IiT 06r6 1 /71R1 fi tYYC fAp l, t.G - g, 1a R4 < 0r6 4112U1 6• f0e STalr S V 3 CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ 1 -q5 1 O Job Address: Historic District: Yes No Parcel ID• Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: A cev%A-k)IO%(, M4 Plan Review Contact Person: pI cetnf) b 4 bu'.I cl lajl Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? : City, State Zip: Contractor Information Name Phone: Street: 9 40 f JC-- , r ca-- Fax: i 0 +- 40 City, State Zip: 32-8 L-t State License No.: Architect/ Engineer Information / Name: Street: Phone: Fax: City, St, Zip: E-ma Bonding Company: Address: Mortgage Address: 0 43 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO1 R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST I 1E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE I OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation as commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct on in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poq Is, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Applicmion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may e found in the public records of this county, and there may be additional permits required from other governmental entities such as wa er management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requil edinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmital. 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 vat je, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work it) 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 L - Lu I Signature of Contractor/Agent Date 12,1 1 ICA t--Lfy Print Contractor/ t/ Signature of Notary -State of Florida Date y MYCOWASSION FF i2oU r ` EXPIRES: Augtn 125, 2018 Fg. t<•' 6onded 1Nu vOWry tA i Undttwd;crs Owner/Agent is. Personally Known to Me or Contractor/Agent is Per Produced ID Type of ID Produced ID Type of M _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type. Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm .Permit: Ycs No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 201 S Permit Application 9701 Bachman Road Established 1973 8507 State Road 52 123 Miller Road VMW.nJKiel c0rn Hudson. FL 34669 Velrico, FL 33594 l "•. Orlando, FL 32824 N• 727.863.5486 813-661-0707 03 407-855-2636 I State License # CF-002M R.J. KiELT'Y Page: I O Proposal No: 717--13527 PLUMBING - HEATING - COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model Endeavour - 1605 Lake Mary FL 32746 We Propose hereby to furnish matei let and labor - complele in accordance with specifications below for the Sum of: $6,850.00 Payment to be made as follows:. 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be es specified. All work to be comptoted is, a workman like manner according to standard practices. Any ohenalion or dovialionromspecificationsbelow. Involving e,dra costs ytilFba-exseuted only upon vrrition orders, and will become an extra change over and above the eslimale. All agreements contingent upon strikes, accideAU or del - beyond our control. Owner to o ry fire, tornado, and other necessary insurance. Our vtorkers are 1 cowered by workers compensation i sirar,re. / .-•2., AUTHORIZED SIGNATURE: _ THIS PROPOS IL Iv1AY BE WITHDRAWN IF NOT ACCEPTED IN 30 DP We hereby submit specificatiandest ons imatestor. A4aster Bath Up 1 Tub Sterling Accord 60x:M 71140120 White With Walls And Moen Chateau TLt83 Ctuome Valve t Toilet Gerl>er Maxwell21-912 1.28 While Elongated I Lair By Budder With Moon Chateau 64925 Chroma Faucet 2nd Bath Up I Tub SterlingAccord60x3071140120WhiteWill-, Walls And Moon Chateau TI.183 Chrome Valvo 1 Toilet Gerber Maxwell 21.912 1.28 White Elongated i Lav By Builder With Moen Chatenu 64925 Chrome Fauna PotvdOr Befit . t Toilet Garber Maxwell 21-912 1.23 WhimElongated Lav Gerber Maxvrell 22.514 Pedestal White Wilh Moen Chateau 64925 Chrome Faucet Kilcheri I Sink By Builder r Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V WIll, Cord I Icemaker Line With Recessed Box I Dishwasher Hook I 1p Udlldes I Washer Box Yes 2 Hose Bibs Yes I Water Heater 50 Gallon Electric NOTE: Backfifiing Included For Sewer 8 Water Only (Slat Backtilling By Others) 9ackilow Preventers Included -- I]— EXCLUSIONS NO Permit Fees Included IL water Piping In: CPVC 40' Sower Allowance; Additional $12 per tool 4a Water Allowance: Additional S3 pot tool Applies to nrry direct contract between an owner contractor (RJK) - Notco of Lion Laws - Florida Statuies 713.001.713.37. Acceptance of Proposal - The above prices, specificationsandconditionsaresalistactoryandheretrfaccepted. You arc authorized to do the work as specified. Payment ,vill be made as outlined above. I agree to pay reasonable aitoiney's fees court costs in the event of legal action. A monthly service charge of 1 112%%vill be added after 30 cays, Any wNer taps deeper than 4 112 feet or requires backhoe or der+atering will be an extra charge. SIGNED-. ` Lily- _ no, _ DATE OF ACCEPTANCE 6 PAGE 2: Branch: Hudson st Edil By: Last Edit Dsle: 7/27,1 017 J- CITY OF S J FOXXI-11- 1 Job Address: 2425 Waxwing Way Building & Fire Prevention Division PERMIT APPLICATIO Application No: I d ` 5-7 Documented Construction Value: $ 45,000 Historic District: YesDNo D Parcel ID: 17-20-31-502-0000-1650 Residential D Commercial Type of Work: New Z AdditionD Alteration Repairer Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Resident of property? : No Contractor Information 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 Phone: Street: Fax: City, St, Zip: Bonding Company: n/a Address: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is 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. be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inTheactualconstructionvaluewilledchargesfiguredofftheexecutedcontractexceedtheactualconstructionvalue, accordance with local ordinance. Should calculat 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 Signature ofcontrector/Agent a>e print Contraetor/Agent's NameSL 3 t: Signature ofN of Florida ate rM Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY . Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMN[ENTS: UTILITIES: FIRE: WASTE WATER: Permit Application Revised: January 1, 2019 CITY OF A FORD FIRE DEPARTMENT Bitilding & Fire Prevention Division PERMITAPPLICATION Application No: ( . 9 _7 Documented Construction Value: S 5,016.00 Job Address: 2425 Waxwing Way, Sanford, FL 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1650 Residential Commercial Type of Work: New Addition[—] Alteration Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 Fax:407-781-1666 Email:dgantt@energyair.com Property Owner Information Name Stairlight Homes - ASH Phone: Street: 1064 Greenwood Bld Ste 124 Resident of property? City, State Zip: Lake Mary, FL. 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 6i° Edition (2017) Florida Building Code Reviscd: January 1, 2019 I moil Application NO, TICS: 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 0%%mcr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date t; l l lei Signature of Cont ctor/Agent 61 E.—T. pt''k i Print Contractor/Agent's Name Ay Notary Public stets of Florida Jessica Kline a My Commission GG 056367 iorwd Explres 12/1912020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID i BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood 'Gone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application WORK ORDER Job #: 34696 Date: 1 /26/2018 It 1459RR I Subdivision I Phase I Bid I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 165 2425 Waxwinq WayADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/.ZIP: Lake Mary, FL 32746 City / State / Zip 1605 EndeavourModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 407730131 T Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: no Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Yalsomol7 Qty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 2.86 36.04 Rou hin 2 473.00 28.53 427.9504-Installation Labor 6.75 114.75 Trim 2,473.0006-Piping Labor 14-Kitchen Vent Trim 1,307.3902-Material/Tax 1,339.7701-Equipment/Tax 09-Permit/Other 80.00 Permit 70.00 1.46 18.41011-Delivery Labor 20-Pull Material Labor 2.92 36.83 Total Contract: 5,016.00 2.50 42.50I2-Startup Labor Am - CITY OF r D SkNFORD IIiC I)f:Pi1R'1'Al:l Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 2425 Waxwing Way Historic District: Yes[ --]No l Parcel ID: 17-20-31-502-0000-1650 Residential 0 Commercial Type of Work: New 1 Addition Alteration RepairD Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: uirector Phone:407-630-0119 Fax: Email:brandon.gibbs@reedcm.com Name Starlight Homes FL LLC. Street: Property Owner Information Phone: 407-708-0163 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Street: Brandon Gibbs Resident of property? : No Contractor Information 146 West Plant Street, Ste. 240 City, State Zip. Name: Street: Winter Garden, FL 34787 Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information n/a Phone: City, St, Zip: Bonding Company: n/a Address: 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionpools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, 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: 61h Edition (2017) Florida Building Code Revised: January I.2018 Permit Application ay be dditional restrictions e to s Property that may be NOTICE: In addition to the requirements aa e be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthiscounty, 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 rmreof t is issued, in The actual construction value will be grcalculatedd charges figured off the executed on the current JCC Valuation lcontracin fft exceed ect that thettemacbasedtualonstructionvalue, accordance with local ordinance. Should credit willbeappliedtoyourpermitfeeswhenthepermit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be doneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Date Print lh ner/Agent's Name Signature of Notary -State of Florida Date Signature o ntc r/Agent a Aiwr o.ncaor, ibhs IRV! Print Contractor/Agent's Name , R s t ik Signature of No of Florida ate a P Known to Me or Contractor/Agent is X Personally Known to Me or Owner/Agent is Personally produced ID Type of ID — Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Occupancy Use: Flood Zone: Construction Type: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: January 1, 2019 1 FINAL BOUNDARY SURVEY e 0.0 a' c v a Onto m a to0a, 0— 0"tn 0Jg 0 ,.. b) 0 010 C rN Oa M=10 M PCP 126.00' WYNDHAM PRESERVE LOT 165 PB 81, PG 93) WAXWING WA Y 50' RIGHT—OF—WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89'40'51' W 606.15' _ CENTER UNEf ui C N O Z FMGD WM A7T 60, CONC F WALK 6.0{ ORC i 7.3 CONC CURB 2 STORY RESIDENCE O ; 2425 WAXWING WAY w FFE= 30.63 LOT 166 ; 6.0! 28.0 O LOT 169 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 5' rcr —roof cqu menc iT.EGEiVD:ADUSSD-Access/Droinoge/Utilities/SidewalkLB -Licensed uameea BFP-Survelow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florido Power dr Light P -Plot FFE -Finish Floor Elevation D. . -Deed Book 10 -Water Meter O.R.-Official Records Book DO -Water Valve P.B. -Plot Book Vr-Fire Hydrant Pg. -Page RCU -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Cont.-Concrete Coble Box BP -Brick Paver D -Telephone Box SW -Sidewalk Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grote Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Monhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EHHO -Electric Hondhole D.U.E. -Droinoge/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK IICVD4-Irrigotion Control Volvo P.K. -Parker Kolon Nail a -Sign SIR -Set 1/2' Iron Rod L87768 Wao-Gote Woter Valve SPKD -Set P.K. & Disk L87768 Gos Meter FIR -Found 1/2' Iron Rod L87768 1 . -Existing Grade FlP-Found 1/2' Iron Pipe L87768 Co -Blow-off Valve FPKD -Found P.K. Nail dr Disk LB7768 ^-aft.now Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM L87778 As-Built/Existin GrodNote: Some items in above leaen mov not be oDNicoble1 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. 6.0' o PATIO o_ A/C 9.9 PAD O 0 PRINCIPAL BUILDING SETBACK (Typ.) j 1-- LOT 165 AREA = 4,400 S.F. +/- FIR 40.00 ' F7R S69'40'S 1 SOU7%1 BOUNDARY rye. OF LOT 165 LOT 170 VPCP 10' UTILITY EASEMENT (P) LOT 164 LOT 171 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPolnt Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertolning to easements, rights-of-woy, out bock Imes, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of VMDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or porties is prohibited without the written consent of the signing party or parties. S. This survey Is intended to be displayed at 1' - 20'. 7. All boundary line dimensions ore field measured unless otherwise noted. 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 "A" DESCRIPTION: LOT 165, according to the plat of "V YNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 10 02 18 555 Winderley Place, Suite 109 This certifies that o survey of the hereon described property Maitland, FL 32751 woe mode under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Moppere in Chapter 5J-17, Florida Administrative Licensed Business NO. LB 7768 code, pursuant to Section 472. Florida Statutes. GeoPoint Surveying, Inc. Job D. Leviner LS691Drawn: RCA Checked:JDL P.C.: Data Flle:lIrsomoat-Plot PROFESSIONAL SURVEYOR do MAPPER NO. 5 5NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 10/03/18 Dwg: Bbawimt-W165 Order No.: ^ FD SFAI OF A FI ORIDA LICENSED SURVFYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: 5C? -0 I$— 17-4-Z Usvt70 W m c + 17 a ova a, ma 0 _ G2 W 1 mJ 0 c vs o O i` N v M 0 o II0 S 89'43'03." W 25 I c zo 0 U V7 o 00I z3 3 ao& z=Q u, O X Z a 0 aov z j U I z OU Cr Wz v= T-1_ I PCP j Z I nl y l tp W I CONC WALK; 1I75.3' I I CONCRETE v, oh DRIVEWAY v N w I Survey Note PORTIONS OF THIS LOT WERE NOT SODDED AT TIME OF SURVEY Building Setbacks . Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 98 PB 81, PG 93) sell0% 43'037' 126.61 ' ' ti a I:o--------------------- 0 PORCH lu^'i U oW o 0 0o04 go00M Pn. PRINCIPAL BUILDING SETBACK (Typ.) UtilitiesroinoaLEGEND:ADUSSD-Access DSidewalk LB / 9 / / LicensedusinessBFP- Bockflow Preventer Sight Distance Easement S - Survey PRM-Permonent Ref. Monument R - Reported PCP -Permonent Control Point D - Description FP&L -Florido Power do Light P - Plot FFE -Finish Floor Elevation D. Deed Book Water Meter O. R.-Official Records Book DO -Water Volvo P. B. -Plot Book 1;f-Fire Hydrant Pg. - Poge RC® -Reclaimed Water Meter Elov. - Elevation RCM -Reclaimed Water Valve Cone. - Concrete Coble Box SP- Brick Paver m-Telephone Box SW - Sidewalk El -Electric Box FFE - Finished Floor Elevation O-Utility Pole CI - Curb Inlet Guy Pole GTI - Grate Top Inlet A -Light Pole P. U.E. -Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride m -Storm Sewer Manhole NCS - No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF - Square Feet ENNo -Electric Handhole D. U.E. -Drainoge/Utility Easement COO -Clean Out FMGD- MAG NAIL dr DISK lr_ D _Irrigation Control Valve P. K.-Parker Kolon Nail p -Sign SIR - Set 1/2' Iron Rod L87768 WDp-Gate Water Valve SPKD - Set P.K. & Disk L87768 Gas Meter FIR - Found 1/2' Iron Rod L87768 11. -Existing Grade FIP - Found 1/2" Iron Pipe LB7768 CI -Blow-off Volvo FPKD - Found P.K. Nail do Disk LB7768 -%..-Drainage Flow Direction FCM - Found 4'x4" Concrete Proposed Design Grade Monument PRM L87778 10. As-Built/Existing Grodn Note: Some items in above leaen may net be nnn eenhle L uescription I Dote I Dwn.l Ck'd I P.C. IOrder No. 1246. 61 ' S69' LOT 97 AREA = ' 7, 974 S.F. +/L LOT 98 10. 0 rO/ 6PATIO *o 9. 9 , i SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights- of-woy, set bock lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to motters shown on the plot of VYNDHAM PRESERVE% City of Sanford Seminole County, Florido. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. iW a I•- Wz O o z y 10 o CooV7Crtea ti Y 0 N z J E=1 N ° CL 0 D v PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 98, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 09 20 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice act forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section .027, Florida Statutes. GeoPoint Surveying, Inc. 1 es D. Leviner LS6915 ORIDAPROFESSIONALSURVEYORMAPPERNO. .... ........... NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: RCA I Checked: JDL I P.C.: IDoto File.BrimonEost-Plat Dote: 09/21 /18 Dwg: or - Eat-1oW I Order No.: — SEC. 17 - TWN. 20 S. - Bk: —