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3872 Saltmarsh Lp 18-754; NEW SFHCOUNTY OF SEMINOLEIMPACTFEESTATEMENT STATEMENT NUMBER: 18100001 DATE: February 15, 2018BUILDINGAPPLICATION #: 18-10000118BUILDINGPERMITNUMBER: 18-10000118 2.L1 LJUNITADDRESS: SALTMARSH LOOP 3872 17-20-31-502-0000-0280 /- 7TRAFFIC20NE:022 JURISDICTION: / ! 1SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLCADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCETYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 28 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE •- DIST SCHED__..-_RATE - -UNITS_ TYPE ROADS•ARTERIALS Single FamilyyROADS -COLLECTORS CO -WIDE ORD Housing 705.00 1.000 dwl unit 705.00 Single FamilyFIRERESCUE N/A Housing N/A 00 1.000 dwl unit 00 LIBRARRY SCS' le Family CO -WIDE ORD HousiWgg 54.00 1.000 dwl unit 00 54.00IDEORD PASinggle Family Housing 5,000.00 1.000 dwl unit 5,000.00 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 THESEMINOLECOUNTYROAD, FIR RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTMCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. 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 SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THEMCOUNNT TYOBUIILLD DINGYPERMIT OR ER ATNEY OTHERTOP LEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE L.. 311 rpd' 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 2 J 1 Documented Construction Value: S IG 2QG2A40•'J Job Address: 'J)"A 4•'arbh ieD, ra Historic District: Yes No Parcel ID: 17-20-31-502-0000-02kSc Wyndham Preserve Lot a $ Residential ® Commercial Type of Work: New ® Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fag: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 --6—D ';5 D zsPermit Application w > 15LI3 NOTICE: In addition to the requirements ofthis 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 [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID JO G_ Q-15-11 E Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature ofNo -State of Florida I Shay AptlAangelc NOTARY PUBLIC STATE OF FLORIDA Commit GG113111 E 0 Expires 6/21/2021 Contractor/Agent is 7Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical g Mechanical a Plumbing2' Gas Roof Construction Type:_ V12> Occupancy Use: JZ,!> Flood Zone: cK 5 Total Sq Ft of Bldg:_ 2309 Min. Occupancy Load: of Stories: 2—ATAGlfEi New Construction: Electric - # of Amps ISM Plumbing - # of Fixtures 17 Fire Sprinkler Permit: Yes No g # of Heads APPROVALS: ZONING: 1(0 Ile UTILITIES: COMMENTS: ENGINEERING: t4TG 7-13"1?' FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. a(p . ( Of* ; re%ja 2210O (Aa*N yl_ S Glip- Fire Alarm Permit: Yes No t[.ilII•1IT;itN_WX BUILDING: 9E 71• I1.I$ Revised: June.30, 2015 __ _ _ _ _ . Permit Application FEB 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 12 -1 P-) 9 Documented Construction Value: S • 131, 1 < I Job Address: '..5$`'1aK'Yl rbh 7--.a0, •L{-Q d Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0a%q, Wyndham Preserve Lot a 8 Residential ® Commercial Type of Work: New ® Addition AlterationEl Repair DemoEl Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person:. Shayne Mangel Title: Permit Coordinator Phone: 407- 708-0161 Fag: 407-647-0700 Emaila Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: •407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407- 647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 Sodth Maple Street, Suite 150 Fax: City, St, Zip: Ambler. PA F.-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: al 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 worts, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that 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 Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID p;-'S-) g Signature ofContractor/Agent Date Robert Willets Print Contractor/Agent's Name mat n—Q Signature ofNo -State ofFlorida ShayrPeatfAangel Pc NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 E 1 0 Expires 621/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised:.June30, 2015_ _ _ .... _ __—_ __—.-- _ -.. _-- - _-- - _ ---Permit Application . . — REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1 R •'15,4 Address: 3Al2 S &LTr&Ae-,sti BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence r;ELECTRICdL.PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final s<'+1<T y Yt •' i.:•.i s:4 ttrerl ,i inG7'.'Y:]e'..i 7, a Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 o RI187 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: 3872 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0280 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) OF - C A S ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-754 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & pLandscaping in Right -of -Way wWon0"'9OV Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk constructioil 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 r ' jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right —of --way and use shall be provided or application could be delayed. Callberoaepu44 1. Project Location/Address: 3 1 al 5•1 YVY h L coQ yp r cr {.. 3a—I j 3 2. Proposed Activity: Q Driveway Q Walkway M Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application 's s itted by. Pro Sionatuye: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.men9el®stadrph0ames.aom Date:1-10-1% Maintenance Responsibilities/Indemnification The Requestor, and his suooessors 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its ceuncilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I hav d rstand the above statement and by signing this application I agree to its terms. Signature: Date: I 1 This permit shall be posted on the site during construction. Please call 407.688.6080 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: Z` 13 • g Date: November 2015 arhowav_edf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a:- 5-1 $ Project Name: Wyndham Preserve - Lot Project Address: 3B 1 Sanford FL 32771 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 ofsuch right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. 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 ofapproval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name f Ownedfenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pri N e itof Gen. Contractor Signature of Gen. Contractor dt &-de r,brooY Print Name of El. Contractor ignature ofEl. Contractor 62 Q0aW Q% D El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-15 -1 B I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Ga' The specific permit and application for work located at: 2)%I ;k C r\:, eA _ 3a-t-t 3 Street 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 f%egoing instrument was acknowledged before me this _day of K tillr200J, by Robert Willets who is "i rsonally kno n to me or o who has produced as identification and who did (did not) take an o th. C Signature XgMy Mangel NOTARY PUBLIC X"VC6'r-;=! STATE OF FLORIDA Comm# GG113111 1Expires 6/21/2021 Rev. 08.12) n2 MQr Q Print or tye name Notary Public - State of Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: Amy IactyName.. Starts ht Homes Florida LLC Address: 1054 Green tikq SLdte 12 Lake Marv_ FL 32748 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 4070 P9 544 (iPes) CLERK'S 2018013844 RECORDED 02/06/2018 11:26:40 All RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. _ 17-20-31-502-0000- oa.80 The undersigned hereby gives notice that Improvement will be made to certain real property, and -in accordance withChapter713. Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Pgs 93-102. Lot a,$ Address: 38''1a S lirnrtirrsh a, Sg},t-.'d, - b;k'T-73 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name. NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself. Owner Designates NA of To receive a copy of the Uenors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration data Is 1 year from data of recording unless adifferentdateIsspecified) 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 pena es of perjury, I declare that 1 have read the: foregoing and that the facts stated in it are true Ito the b st owledge and belief. 101w- s SlOrtewre Ownefa Pdnted Name Flodda Statute 713.13(1)(p): ' The owner must sign the notice ofoammenoomenl and no one also may be permitted to dgn in his or her stead' State of County of L The foregoin Instrument we cknowiedged before me this day of tinby Nemedperson maMng staterteent Who Is personally known to me OR who has produced Identification type of Identification produced: Shayne Mangel vNOTARY PUBLIC aSTATE OF FLORIDA QtCommitGG113111 —4 Notary Sipnehrre N 1 Expires 6/21/2021 1\L I i•1 MAR 16 2016 CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ 00 w Job Address: 3,E', 7 Z Sce.{- Historic District: Yes No Parcel ID: Residential a Commercial Type of Work: New 91 Addition Alteration Repair Demo Change of Use Move Description of Work: tt_uba c, f— SF,2 -C L cit'I" Plan Review Contact Person: aels .xn b4 .laA-e(cle-r- Phone• Name Street: City, State Zip: Fax: Property Owner Information Phone: Resident of property? : Contractor Information Name 12 S ILJ .u. :? PLLO"X-6' Phone: Street: Fax: pro-)- ' u City, State Zip: C'-),-16..-14-11 . r i' . 1 Z( State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 3 2- 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. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pe furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of applicationand the code in effect as of that date: 5m Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rr found in the public records of this county, and there may be additional permits required from other governmental entities such as management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requ" ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi Lai. 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 va ue, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date d- - .3- Signature of Contractor/Agent Date Print Owner/Agent's Name Print Con nt's Name 3- 23-19 Signature of Notary -State of Florida Date Signature ofNotary -State of Florida Date PAT St it w CAW. ssloh Emus: Mgt cfjRfi flooded TW NoWq R Owner/Agent is Personally Known to Me or Contractor/Agent is el/ Personally Known to Me 01 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 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: Revised: June 30, 201 S Permit Application FF lX90a 25.2018 9701 Bachman Road Established 1973 fudson, FL 34669 Valrico, FL 33594 --. Orlando, FL 32824 www.RJKleity.com 1507 Slate Road 52 123 Miller Road Esr27-863-SW $13-661-0707 407-855.2636 State License ft CF-CO203 2 R.J. KiELTY Page: 1 OF 1 Proposal No: 717-13530 PLUMBING • HEATING • COOLING Proposal Date: 712&2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 Ne Propose hereby to furnish material and labor - Complete In accordance with specifications below for the Sum at: $7,760.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days Ali materials guaranteed to be as specified. All work lobo plated in a workmanlike manner according to standard practices. Any alteration or deviation d only upon written orders, and will bocane an extra charge over and above the estimate. AilfromspecificationsbelowimroMngextracostswilec agreements contingent upon strikes. acclde d yond our control. Owner to c ry fire, t rnado, aQd otjl r necessary insurance. Our workers are 1 covered by worker's compensation ins-,(l-. illy AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WIT RAWN IF NOT ACCEPTED IN 30 DA S We hereby submit spedff and les tor. Master Bath Up 1 Shower Sterling Accord 60104 Base 72270100 White With Waits And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet and Beth 1 Tub Sterling Accord 60x30 71140120 White With Waits And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21.9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64926 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Unntles 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Galion Electric NOTE: 3ackfilling Included For Sewer & Water Only (Slab Sackfilling By Others) aacidtow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Uen Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - Theaboveprices, specifications end conditions are satisfactory and hereby accepted. You are authorized to do thework as specified. Payment will be madeoutlinedabove. I agree to pay reasonable attorneys fees cour, costs In the event of legal action. A monthly service charge of 1 029'6 willbe added after .13 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNEDy DATE OF ACCEPTANCE & PAGE 2: 1 Branch: Hudson Lack Edit By: Last Edil Dale: 7/27/2017 THIS INSTRUMENTPREPARED BY: AMy L0.CCyName: Starlight Homes Florida LLC Address: 10134 G wood Blv(j Stets 124 Lake Mary. FL 32748 NOTICE'OFrCOMMENCEMrENT State of Florida County of Seminole Pormit Number: GRANT MALOYr SE111HOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY. 9070 P9 544 (1P9s) CLERK'S 2018013844 RECORDED 02/06/2018 11:26:40 All RECORDING FEES $10.00 RECORDED BY dew_kenro Parcel ID Number: 17-20-31-502-0000- <A'90 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wndham Preserve, PB 81 Pgs 93-102. Lot a.$ Address: ?>%Ia S•.1i,nri.lrs1- t-ems, Sar,44,•4, GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Foe Simple Tide Holder (If other than owner) Name. NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself. Owner Designates NA of To receive a copy of the Llenors 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 1, SECTION. 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDAND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true to the b st owledge and belief. w M\ a Signature Ownera Printed Name -- Florida Statute 713.13(%i;): " The owner must sign the notice of oommenoement and no one alsomaybepermitted to signIn his or her stead' State of L County of The foregoing Instrument wa cknowledged before me this day of 1 by I ALA CAIt- Who Is personally known to me Name of person maldrtg statement OR who has produced Identification type of Identification produced: Shayne Mange( VNNOTARY PUBLIC • nSTATE OF FLORIDA Comm# GG113111 1 expires 6/21/2021 se CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i - ' 54 Documented Construction Value: S 4/'n R g Job Address: 3 9' c Sek I4-m a rAn LU Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Ae1vA _Addition Alteration-E] -Repair Demo Change of Use [I Move Description of Work: I Q i-> )J) (1,j1'1 p Zero i I (1.R Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Ca ( Q Phone: Libl- nL- 1.3 Street: I O(PLow I p a Resident of property? : 1 O City, State Zip: (_ r_I 14a% p CJ Contractor Information Name) rx) Yi'i .r Phone: 467 - LDL41D - 87t Street: 875 , C Fax: L%r% ` JpQ"1 J City, State Zip: Y - r d-- State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 inthisjurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application tt:ff %i`k., 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 watermanagementdistricts, state agencies, or federal agencies. Acceptance ofpermit is verification that 1 will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID l cure ofContractor/Agent Date sw-(k easiRc hroc> AContractor/ Agent's Name n 3Jgo g Notary -State ofFlorida Date W Puy PAMELA S TERNUS 4P, ',...,' h Commission # GG 110622 t EXPIMS August 7, 2021 ort:°*8 eanarattweuayetNourytisMaa Contractor/Agent is Personally Known to Me or Produced ID ypc oflD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application RECORD COPYFORMR405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR.BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method O ILo/NcProjectName: Lot 28 - 2260 SR Builder Name: Starlight Homes Street: 3872 Saltmarsh Loop City, Slate. Zip: Sanford , FL , 32773 Permit Office: Se in le County / Permit Number. 8 - / 5 4 SANF'ORD Owner: ` -d -A-vyl' Q.- Jurisdiction: FAgRTV r DesignLocation: FL. Sanfon County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul. Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft = 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sgft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor. Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Healing systems kBtu/hr Efficiency d. U-Factor: N/A fl' a. Electric Heat Pump 36.0 HSPF:0.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1324.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' 9b. Conservation features b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat. Glass/ Floor Area: 0.085 Total Proposed Modified Loads: 65.99 PASS TotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and tHE STgT this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance Florida Energy Code. p4VO •- ' ; = FOB, vj` VO„ ' =' fro • with the u,,,,:.`•.':'si PREPARED BY: ) Before construction is completed DATE: ICI I this building will be inspected for compliance with Section 553.908' I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ ode. DO WE OWNER/ AGENT BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 On for whole house. 1/ 18/2018 5:28 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 0 FORM R405-2017 PROJECT Title: Lot 26 - 2260 SR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2260 Lot # 28 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3872 Saltmarsh Loop 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 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 Blockt 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 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 1 109.3 It 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 _-__ 47 ft' 0 0 0 1 3 Floor over Garage Floor 2 _-_- 275 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/18/2018 5:28 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 i Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowSpace 1 NW Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 NW Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 NE Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 NE Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 SE Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 SE Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 SW Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 SW Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 NE Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Omt 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 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered. Proposed orientation. J Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 NE 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft0 in None None 3 NE 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft0 in None None 4 SW 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 SW 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft0 in 11 ft 0 in None None 6 SW 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411ft' 411ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH( 50) .000384 2276 124.95 234.98 3451 7 1/18/2018 5: 28 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 1 Electric Heal Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kStu/hr 1080 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 ft' DUCTS Supply --- Location R-Value Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 ft' Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan j j Feb [ Mar Heating Jan [X] Feb jX Mar Ventin Jan [[ ] Feb [X Mar Ceiling Fans: j A r I Ma 1XI Jun rl Jul X AuE ]Apr f May Jun Jul Au X] A r [ May Jun Jul Aug SePriSe Se j X] Oct [ Nov Oct [X1 Nov Oct [X] Nov OecXjDec 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 78 AM 66 PM 68 AM 66 PM 68 78 78 80 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/18/2018 5:28 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3872 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation AreaNoa. Under Attic (Vented) R=30.0 1324.00 ft' 2260 b. N/A R= ft' Area C. N/A R= ft' 150.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2. AH: Floor 2 6 452 41.00 ft' 12. Cooling systems kBtu/hr Efficiency fl' a. Central Unit 36.0 SEER:14.00 Insulation R=0.0 R=19.0 R= ft' 13. Heating systems a. Electric Heat Pump1.000 ft. 0.258 Area 14. Hot water systems 1002.00 ft' a. Electric 275.00 ft' 47 00 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. A Builder Signature: y -4YJ 0 Date: lea) Address of New Home. _sp,_,City/FL Zip: j M kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat I{HE Sr4O k 0,60 Wt. Note: This is not a Building Energy Rating. If your Index is below 70. your home may quality 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. 1/18/2018 5:28 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 28 - 2260 SR Builder Name: Starlight Homes Street: 3872 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL. 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 comers 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 es. 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 airtight 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 Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids between fire sprinkler cover olates and walls or ceilinas. a. in aoouion, inspection or wg wars snan oe in accoroance wim me provisions or we auu. 1/18/2018 5:28 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance Project Name: Street: City. State. Zip: Design Location: Cond. Floor Area:: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Lot 28 - 2260 SR 3872 Saltmarsh Loop Sanford. FL. 32773 FL, Sanford 2260 sq.ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinale or Multi Point Test Data Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Cond. Volume: 19508 cu ft. 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or otherinfiltrationcontrolmeasures; 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: 1/18/2018 5:28 PM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(Q, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: VCO EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 11 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 28 - 2260 SR Builder Name: Starlight Homes Street: 3872 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct Total Conditioned Floor Area) System Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /18/2018 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: 04-04E ST,g7, AV' _ _ FOB, 1,41 a CoO WIE 1/18/2018 5:28 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham wrightsofte Date: 6116/2017 Entire House ef. Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air. Ck Orlando. FL32810 Phone:407-886-3729 Email: GRennerowergyaircom V*b: ~.energyairmm Project• • For. Lot 28 - 2260 SR, Starlight Homes 3872 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather. Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17353 Btuh Duds 2176 Stuh Central vent (47 dm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20848 Btuh Method Construction quality Fireplaces Area (ft) Volume (fV) Air changesmour Equiv AVF (kXm) Infiltration Orlando ExecutiveAP, FL, US Simplified Average 0 Heatinngg Cullingg 2310 2310 20003 20003 0A1 0.21 137 70 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO3600008 AHRI ref 8068612 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 18409 Bbuh Duds 3236 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Equipment sensible load 22545 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 314 Btuh Central vent (47 dm) 1382 Btuh Outside air Equipment latent load 4769 Btuh Equipment Total Load (Sen+Lat) 27314 Bluh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carver Trade CARRIER AIR CONDITIONING Cond CH14NB0360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47-F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual airflow 1105 cfm Actual airflow 1105 dm Air flow factor 0.057 dmBtuh Air flow factor 0.051 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 32 OF Backup: Input = 5 kW, Output =16034 Btuh, 100 AFUE 9aldrdalk values have been manuaflyoven(dNen Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C ' wrighttsoft' Right-SuitaOUnioersal 2017 17.028 RSU17013 2018-Jan 181 Page IPape1 AMK - SpediidlWyndham Presenetot 28 - 2260 SRrup Calc =" Front Door faces NE wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Q. Orlando. FL 32810 Phone:407-886-3729 Email: GRenner®energyaircom Web: vmw.energyairoom For. Lot 28 - 2260 SR, Starlight Homes 3872 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Swdlght-Wyndham Date: 6/16/2017 BY. Plan: 2260 S Magellan Outdoor design DB: 92.6°F Sensible gain: 22545 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 4769 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 27314 Btuh Indoor RH: 50% Estimated airflow. 1105 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow. 1105 ctm Sensible capacity: 23961 Btuh 106% of load Latent capacity: 6713 Btuh 141 % of load Total capacity: 30674 Btuh 112% of load SHR: 78% Design Conditions Outdoor design OB: 44.2°F Heat loss: 20848 Btuh Entering coil OB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow. 1105 cfm Output capacity: 33800 Btuh 162% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economicbalance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 77% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2018-Jan-1817 26:14 wrightsof * Right•Suite®Unhersal201717.028RSU17013 Pagel ACM ... SpedddWyndham PreservelLot 28 - 2260 SRlup Celc = MJ8 Front Door faces. NE Job: Starlight -Wyndham l Lwrightso• Duct System Summary Date: 6116/2017 Entire House Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, a Orlando, FL 32810 Phone.407-886.3729 Email: GRenner®energyalroom Web: vmw.energyairmm For. External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (fEL) Lot 28 - 2260 SR, Starlight Homes 3872 Saltmarsh Loop, Sanford, FL 32773 Heating 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 136 in/100ft 1105 dm 206 ft Coding 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 136 in/100ft 1105 dm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Mall Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk Bath 2 h 106 6 6 0.162 4.0 Ox 0 VIFx 27.8 145.0 SO Bed 4 C 1528 75 78 0.185 6.0 Ox 0 VIFx 21.5 130.0 st2 Bed2- A h 1770 100 70 0.162 7.0 Ox 0 VIFx 32.6 140.0 Stl foyer - A h 2907 164 74 0.175 8.0 Ox 0 VIFx 19.6 140.0 SO Laun c 711 4 36 0.268 4.0 Ox 0 VIFx 9.3 95.0 Lon c 2959 125 151 0.284 7.0 Ox 0 VIFx 3.5 95.0 bat c 179 5 9 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 br3 c 1528 74 78 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 Idt- tam c 3947 198 201 0.136 9.0 Ox 0 VIFx 41.0 165.0 SO Idt- tam-A c 3947 198 201 0.137 9.0 Ox 0 VIFx 39.3 165.0 SO mba h 356 20 19 0.241 4.0 Ox0 VIFx 16.0 100.0 m br C 2469 94 126 0.245 7.0 Ox 0 VIFx 14.4 100.0 VAC c 387 22 22 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 vic3 c 69 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 Wa c 584 18 30 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Trunk Htg Gg Design Veloc Diam H x W Duct Name Type dim) dm) FIR Opm) in) n) Material Trunk St1 PeakAVF 666 552 0.136 623 14.0 0 x 0 VinlFlx SO PeakAVF 196 220 0.172 499 9.0 0 x 0 VinlFlx SO PeakAVF 396 403 0.136 513 12.0 0 x 0 VinlFlx st1 BdM? alic values have been manua0yover fdden w,-+ wrightsoft' Right•suite®Unioersa1201717.028RSu17013 ACCA ... SpeddWyndhem Presenellot 28 - 2260 SRJup Calc = MA Front Door races: W 2018- Jars-1817.26.14 Page 1 40 d, Name Grille Size (in) Htg dm) CA drn) TEL 04 Design FR Veloc fpm) Diam n) H x W in) Stud/Joist Opening (in) Dud Mal Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx wrightsoft• Right.Suite Liniversal 2017 17.028 RSU17013 ACM ... SpeotidWyndham Presem*Lot 28 - 2280 SR rup Calc 2 WJ8 Front Door faces: NE 2018-Jan-18 17:26:14 Page 2 Job* Starlight -Wyndham Performed for: Lot 28 - 2260 SR 3872 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 4074k6,3729 wwwenergyair.com GRenner@energyaircom Scale: 1 /8" =1'0" Page RighR%ibA UM%ersd 2017 17.0.28 RSU 17013 2018Ja n-1817.26:22 am PreserwM4128 - 2260 SR rup Sd1VTR n CFM Job*. Starlight -Wyndham Performed for: Lot 28 - 2260 SR 3872 Saftmarsh Loop Sanford, FL 32773 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP Loft 12x6 151 CEn 7" I 24x18 Sup Riser 1105 cfm 14" . T 4 VTR Q n 8x4 U 22 cfm 8x4 ll \ _4.. 9Cfm 4' 10x6 78cfm 14 x6 10x6 14x6 78 C6T1 4" 4., 8x4 WC3 4Cfm IL7" bra Bed 4 x4 30 Ciry m br 12x6 18 x8 126 cfrn 8x4 36 Cfm 04"11!50 8x4 20 cfrn 4^ mba Laauun 1 ....II I O TR//,'] Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407486,3729 www.energyair.com GRenner@energyaircom Scale: 1 /8" =1'0" Page 2 Righk%ibA Unhersal 2017 17.028 RSU17013 2018Jan-1817:26:22 am Prese-wtot 28 - 2260 SR.rup oc 0 az 6 o 114 64e. rL Y,b DIMENSION NOTE: _ Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' WYNDHAM PRESERVE - LOT 28 PLOT PLAN WYNDHAM PRESERVE LOT 28 P8 81. PG 93) n l2 03 •.,- Q o P ,• 1 ` o 14.7' yy. ?° .ohQQo-o o 61 Gay d 19.8' b , i ti " • c eA I J QP 2.0 ; I o O I ' o , 149.7' ' I.•"c LOT 29 I LOT 28 Of I AREA 9, 939 S.F. ± w O I O IF6 -------- Z------------------------------- -------------------------- DC r W I Qa II I S89-40'511W 110.99, CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 75.00' 019'28'14" 25.49' 25.36' S 32'32'29" E C2 50.00' 090'00'00" 78.54' 70.71' S 45.=W09- rtr - roof tqw meni LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed usineea BFP- Backflow Preventer Si ht Distance Easement 9Survey PRM-Pertnanent Ref. Monument R - Reported PCP -Permanent Control Point ISD -Description FP&L-Florida Power do Light P - Plat FFE -Finish Floor Elevation D. 8.-Deed Book Water Meter O. R.-Official Records Book 04-Water Valve P. 8. -Plat Book CY-Fire Hydrant Pg. - Page RC®-Reciaimed Water Meter Elev.- Elevatian RCD4-Reclaimed Water Valve Conc.- Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk m-Electric Box FFE- Finished Floor Elevation 0-Utility Pole CI - Curb Inlet Guy Pole GTi- Grate Top Inlet Light Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride 0-Storm Sewer Manhole NCS- No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF - Square Feet D&o -Electric Handhole D. U.E.-Drainage/Utility Easement coo -Clean Out FMGD- MAG NAIL & DISK CVD4-Irrigation Control Valve P. K.-Parker Kalon Nall I' -Sign SIR Jet1/2" Iron Rod L87768 WD4-Gate Water Valve SPKD- Set P.K. do Disk L137768 R-Gas Meter FIR -Found 1/2' Iron Rod L87768 11 -Existing Grade FIP- Found 1/2' Iron Pipe LB7768 a -Blow -off Valve Flow Direction FPKD-Found P.K. Nail do Disk LB7768 FCM - Found 4'x4' Concrete ft - Drainage t 0.0 -Proposed. Design Grade 1 Descriotion I Date I Dwn.ICk'd I P.C.IOrder No. Cp J1 O -.-, p 0 Ai10 28. 2 C A oN Fro, 19 o 3. 0 mE o a o w 0 a, m 00 v a re C4 laJ v J iM al 0 d rz o o CO 0 MBUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. ZP lb- 769 ZONIN _ D11TE.,. Ok to construct single family home with setbacks and impervious area shown on plan. 22UO 6 ASelbA - S, GtZ SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) Y A= Perfnitting q]YLY) a Of 44 LoSes D. Levitte6;.,r;o ^` LS6915 DRIDAPROFESSIONALSURVEYOR & MAPPER NO. ....-..........- NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL LOT AREA CALCULATIONS LOT = 9.939 SQ.FT. LIVING AREA= 1.002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY - 48 SQ.FT. DRIVEWAY = 949 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.FT. A/ C PAD - 9 SQ.FT. IMPERVIOUS= 1 % SOD = 7.345 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 769 SQ.FT. APRON 103 SO.FT. SIDEWALK = 128 SQ.FT. SOD 50 SQ.FT. TOTAL AREA AREA = 10.708 SQ.FT. DRIVEWAY = 1.052 SQ.FT. SIDEWALK = 203 SQ.FT. SOD 7.395 SQ.FT. 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 28, according to the plat of " WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP I Checked: JDL I P.C.: JData File:84nonFast-Plat Date: 1/19/18 Dwg:&lssmEasI-La 8 I Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: » u RECORD COPY PJXLMIERIrW CELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C)(3) - (4)l ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR n 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER C3u 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA 11. GENERA L LOADS (NEC 2014 - 220.82(13)(1) - (4)) LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT JX\D1NG 1.50 KVA 1 5 DRYER CIRCUIT 0 5.00 KVA 5 STACK WASHER/DRYER Ot2D 1 4.5 WATER HEATER (1) s i3r 4.50 KVA 4.5 WATER HEATER (2) c'PAFc' 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS) C 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.91 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014-220.82(B)1 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD INEC 2014- 220.82(A)l 32.20 KVA MINIMUM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 1'50 Amp Electrical Diagram 150 Amp Main 120V / 240V RECORD COPY Typical ING150Ampv1D Interior Panel SPN OR EPA\k 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Y 35• Lumber design-Afues are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® ' f CORD COPY RE: WP0028 - WP0028 I MiTek USA, Inc. Site Information: 6904 Parke East Blvd. I Tampa, FL 33610-4115 Customer Info: Starlight Project Name: WP0028 Model: 2260 Lot/Block: 28 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: : N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheetconformsto61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date No. Seal# Truss Name I Date 1 1 T12949805 1 Al 1/12/18 118 IT12949822 EN2 1/12/18 12 1 T12949806 I A2 1 1/12/18 19 IT12949823 HJ7 1/12/18 13 1 T129498071 A3 1 1/12/18 120 I T12949824 I V3 I 1/12/18 I 4 IT129498081A4 1/12/18 121 1 T12949825 1 V51 1/12/18 5 IT12949809IA5 1/12/18 I I I 1# I Sul SAN c' OAR g — 6 IT129498101A6 1/12/18 7 1 T12949811 I A7G 1/12/18 8 IT129498121BIGE 1/12/18 19 1 T129498131 B2 1 1/12/18 110 1 T12949814 1 B3 1 1/12/_18 _ 111 I T12949815 1 B4 1 1/12/18 112 1T12949816 1CJ1 11/12/1A 113 1 T12949817 1 CJ3 1/12/18 14 T12949818 1 CJ5 1/12/18 15 T12949819 EJ7 1/12/18 16 T12949820 ERG 1/12/18 117 IT12949821 1 EN1GE 1 1/12/18 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer' s Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a cE that the engineernamedislicensedinthejurisdiction(s) identified and that the designs comply with ANSl1TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which wer given to MiTek. Any project specific information included is for MiTek's custom) file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the desi parameters or the designs for any particular building. Before use, the building d should verify applicability of design parameters and properly incorporate these d into the overall building design per ANSI/TPI 1, Chapter 2. LC/4,C FORD nAn ,o 754 % Ill JOB•' E ! V 68182 • cc TATE OF : A, O R 1 O V. C•• S • NAl-E% ;.``. llllleft Joaqu VelezNoMI82 MRek SA, I FL CeA 6W 6%4Blvd. Tampa FL M610 Date: January 12, 2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Oty Ply WP0028 T12949805IWP0028AtGHipGirder11 Job Reference (optional) Builders FirstSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:46 2018 Page 1 ID:75SJeCOByGW 2itGVi 5nBLly96Pw-ruw29zRmlwcg7as81cPhVANoM91pOalKbatU_Ozw5HJ 1-0.0, 38.14 7-0.0 11.8.9 16.3.7 21.0.0 24.2.2 28.0.0 29.0-0. 1.0 0 39 14 + 32.2 4.8.9 4.6 13 + 4-8 9 1 32.2 + 39.14 1 00 Sx8 = 5.00 F,2 20 11 3x8 = 18 19 5 20 21 6 22 23 06 = Scale = 1:48.9 Dig Sx8 = 11 10 24 25 r° 26 14 27 .4 29 29 1` .I 5x8 = 2x4 11 3x4 = Sx8 = 4x10 MT20HS = 2x4 11 3x6 - 20 11 LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 1.00 BC 0.98 WB 0.80 Matrix-SH DEFL. Ven(LL) Ven(TL) Horz(TL) in (loc) Well Ud 0.34 13-15 >983 240 0.79 13-15 >422 180 0.22 9 n/a rUa PLATES MT20 MT20HS Weight: 141 lb GRIP 244/190 187/143 FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9-5 oc bracing. BOT CHORD 20 SP No.l WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=2106/0-3-8, 9=2106/0.3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3- 4689/1511, 3-4_ 4546/1537, 4-5=-5409/1845, 5-6=-5409/1845, 6.7=.4245/1452, 7-8=-4547/1536, 8.9=-4668/1511 BOT CHORD 2-17=-1362/4227, 16-17=-1362/4227, 15.16=-1344/4207, 13.15=-1756/5409, 12.13=-1756/5409,11.12=-1344/4226,9.11=-1344/4226 WEBS 4.16=-80/583, 4.15_ 482/1464, 5.15=•526/322, 6.13=0/383, 6.12- 1432/474, 7-12= 310/1282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps% BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpl=0.1 B; MW FRS (envelope); cantilever loll and right exposed; end vertical tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 lb up at 7.0.0. 111 lb down and 110 lb up at 9.0.12, 111 lb down and 110 lb up at 11.0.12, 111 lb down and 110 lb up at 13.0.12, 111 lb down and 110 lb up at 14-11.4. 111 lb down and 110 lb up at 16.11-4, and 111 lb down and 110 lb up at 18-11.4, and 211 lb down and 206 Ib up at 21-0-0 on top chord, and 339 lbdown and 112 lb up at 7-0-0, 85 Ib down al 9-0-12, 85 Ib down at 11-0-12, 85 Ib down at 13.0.12, 85 lb down at 14-11-4. 85 lb down at 16-11.4, and 851b down at 18.11-4, and 339 Ib down and l l2 Ib up at 20. 11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 0 WARNING- Verily doWgn pw~em andREADNOTESON THIS ANO INCLUDED AU/EN REFERANCEPAGE A167473rev. 1003W ISBEFOREUSE Design vdkl lot use only veth Wlek®connoctors. S11s cieslanis based only upon mcs neteis gt Dwri and b la a1 hdlvlWal bWdtnp compononi. not o him system. 6Olore tare. the btildkKl ckiOgrm must vodty the arlpllct?Atlty or destgrt Ipornelon and propeAy klconforoto Ihk deslgn Intotho overdl Is to budding Irxllvkltxi Inns web and/a chord rnomners orgy. Adutlorxi temporary and r"malenl b1ackv WOW tANCOV design. Boeing Mlcated prevent of Is ciwoys required la sta7Blly and to Ixevont colig76ecalm possDlle personal hfray and proIWy danage nor geneid guklatce regarding 11w IabrlcalWn storage. delivery, erection and brochlg ofIRmes and hutssystems, so,-ANSIMI I Oututy CritMo, DSB-89 and SCSI Sull01ng Component6904Pork* East Blvd. Sdetv Informal on avdk-"o Rom lnaa Plato Institute. 218 N. too Strool. Wto 312. Plexondrla• VA 22314. Tampo. FL 33610 Job Truss Truss Type Oty Ply WPOO28 T12949805 WPOO28 A1G Hip Girder 1 1 Job Reference (optional) Builders FtrSISOU(Ce, Tampa. Plant City, FlOntla 33555 a.lJU s bbep 15 ZUl / MI1 eK mausirres, Inc. Fn Jan 1Z 1Z:0r:4b ZV la rage e I D:75SJeCO8yOW 2rtGVf 5nBLly96Pw-ruw29zRmlwcg7asOlcPhVANoM9lpOalKbatU_OzwSHJ LOAD CASE(S) Standard 1) Dead Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2.9_ 20 Concentrated Loads (Ib) Vert: 4=-164(F)7_ 164(F) 16=-339(F) 12=-339(F) 18— 111(F)19=-111(F)20=-111(F)21_ 111(F)22= 111(F)23=-111(F)24_ 61(F)25=-61(F)26=-61(F)27_ 61(F) 28=-61(F) 29=-61(F) Q LeARNWO - Ved& dWgn pwarnotere end READ NOTES ON THIS AND INCLUDED MYTEK REFERANCE PAGE MD-7473 rev. tOWMIS BEFORE USEDesignvdildlotuseonlyvAthWloWconnectors. nls design Is based onlyupon paanelers shown. and is fa on Individual handing component. noratrusssystem. Bulow use, the building designer must verify t1w apolcalAlty of design paaneters and r4operly lncogwroto it& design Into the overall lrnicated Is to bmldhV InrlNWur4 In=web and/a chord members orgy. Additional lemrAwny andprrrndnent burctrrg WOWIxialngdesign. ®achg prevent of Isalwaysrer68ed for skiolliffyand to poventcollam withpossiblepersonaltrdrey andpopsny Manage. For general grldaoe regarding the Ic"Icatlon. storoge. dellvery, erectionowl L14aGngof tnrssesand transsystems seeANSifrPr I auallty, Criteria. DSB-69and BCSI BuBtlingComponent 6004 Parke Easl Blvd. Safely InfomraBon avail lobe from ]run PM Institute, 218 N. Lee Street. Sure312, Alexandria. VA 22314. Torrpa. FL 33610 Job Truss Truss Type Oty Ply IWP0028 T12949806 WPOO28 A2 Hip 1 1 Job Reference (optional) Builders FrrslSource, Tampa, Plant Cry, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Jan 12 12:57:47 2018 Page 1 06 = 3x4 4x6 = 4 5 6 Scale = 1:48.9 3x6 = tz 4x6 = IV 3x8 = 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0.3.8 Max Horz 2=58(LC 12) Max Uplilt 2— 278(LC 8), 8=-278(LC 9) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.45 Vert(LL)-0.1710-12 >999 240 MT20 244/190 BC 0.93 Ven(TL) -0.4810.12 >699 180 WB 0.25 Horz(TL) 0.10 8 n/a We Matrix-SH Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.5.8 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2104/1265, 3.4=-1846/1103, 4-5=-1681/1057, 5-6=-1681/1057, 6.7=-1846/1103, 7.8_ 2104/1265 BOT CHORD 2-12=-1052/1894, 10-12=-979/1877, 8-10=-1061/1894 WEBS 3.12=-282/313,4-12=-254/508, 5.12=-342/220,5-10=-342/220, 6.10=-254/508, 7-10=-282/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grlp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at Joint 2 and 278 lb uplift at Joint 8. 0 WARNING - VeAry dodgn pmamoters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1M67473 rov. 1011MrS BEFORE USEDesp®1vtlkf lot use only calm Wlel0 cornocrots. 0* de0gn b based ordy upon Ixzarneters shown. and blot an IndMdrxil btAdbV component. not u huss syMtotn Bufoto ttso. Iho Ixllaing desllrner mull verily the c"AcatAlty of deslpn Ixsamelers and pfowly Incotloiato Bab doslgn Into Iho ove., Is to IxrcldkV IndNWuri Imes web araf/ot chord member only. Addtlond tornpotay and pormcnenl txcr-bV MiTek' btAdbV doslgn. Bracing Itldlcolod prevent of Is always roqukod lot sktAly and toproven collaim wllh possB)lo personal "try oW property danogo. too genord grldanco rogadblg the 6904 Perko East Blvd. k0r1calton, slotago, ddNary. eroctlon and btacing of Inmes cnd Inns systems. soeANSI/iPI I Quality Criteria. DSB-E9 and SCSI SuSdIng Component Tampa. FL 33610SafelyInformationcmClkiblefromJimPlatotnstlMo. 218 N. tee Sheet. Vile 312, Alexark1do, VA 22314. Job Truss Truss Type Oty Ply IWPOO28 T12949807 WP0028 A3 Hip 2 1 Job Reference o tional Builders R SlSource, Tampa, Plant City, Florida 33566 miw s bep to zur r Mi r ek induwies, inc. rep ,ran i2 r2:57:46 zero rave i ID:75SJeC08yOW2itGV15nBLly96Pw-nG2oaf5l gXsONIOXO tS9abSGhyYOVaCd2uMb3vzw5HH 1-0.01 5.2.3 11.0.0 17.0-0 22.9.13 28-0-0 29 A 1 0 5 2.3 5.9.13 640 5.9.13 5.2.3 '1.0-0 US = 4x6 = Scale = 1:48.9 e 6 3x6 = w ,c - 0 3x6 = 2x4 II 3x4 = 3x4 - 3x6 = 20 II LOADING (psf) SPACING- 2-0.0 CSI, DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Verl(LL) -0.11 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert( I-) -0.28 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 7 n/a rl/a BCDL 10.0 Code FBC2014rrP12007 Matrix-SH Weight: 136lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 PC purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.10 oc bracing. WEBS 20 SP No.3 REACTIONS. pb/slze) 2=1087/0-3-8, 7=1087/0-3.8 Max Horz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= •2213/1314, 3.4=•1669/1033, 4.5=-1492/1016, 5.6=-1670/1033, 6.7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12.13=-1105 l966, 10.12=-718/1492, 9.10=-1118/1985, 7.9- 1118/1985 WEBS 3.12=-542/429,4.12=-115/372, 5.10=-114/372, 6.10=-541/429 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VFW=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at Joint 2 and 273 lb uplift at joint 7. Q WARNING • V61W doOgn pa/opnarom and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE A/67473 rov. /003WIS BEFORE USE. Design vdld top use only with Mllek®connoctors. IM design is txsod orgy upon marnotors shown. cincl Is for an IndlNW KA Ixdding component. not a buss system. Botore use, the bxlking cklslgnm must verily tho a7likabllly of design rxnameleps and pxopetly trcotp01010 0rk doslgn Into thw overall txdc9ng dLnlgn, eacing Indicated b to prevent bttcldkV of WN*Jucd In= web a cl/or chord members only. Atlaltionci lernpotary ax1 porrnaonl brcrtrrg WOWbalwaysrectubodlaslds0llyandtopxovonlcollaizewllhposa)le rwtsonal bWav and pxopN.-rty damage. ros gonetd grldasco sogaiding " Icdxlcallon, stoicW. delivery, erection and txacblg or trussaxf lnrss syMtems, seoANSr/1PI I Quapty C419da, DSM9 andSCSI buShcng Componerd 6904 Pasha Eaw Blvd. Sdeh' INormatlon avctk3le from Inca Pkite bu911trie, 218 N. lee Street, Stlte 312. Alexarxrrks, VA 22M, 14. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0028 T12949808 W POO28 A4 Hip 2 1 Job Reference (optional) Builders FirSISource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 M1Tek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1 ID:75SJeCO8yOW 2itGVr 5nBLly96Pw-FfcBn7Tfbr_F_ 1 blzkzO7o7OZMr8D7omHY58bLzw5HG 1.0-0 7.7.12 13.0.0 75.0.0 20.4.4 28.0.0 29.0-0, 1-0 01 7.7.12 54.4 I 2.0 0 1 5.4-4 i 7.7.12 1.0 0 e1 06 = 4x6 = Scale. 1.48.9 3x6 = 1 J le IV v 34 = LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 20 SP No 3 2x4 11 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 REACTIONS. (Ib/slze) 2=1087/0-3.8, 7=1087/0.3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 30 = 3x4 = 30 = 20 11 CS1. DEFL. In (loc) Well Ud PLATES GRIP TC 0.68 Vart(LL) 0.13 7-9 >999 240 MT20 244/190 BC 0.75 Vert(TL) -0.34 2-13 >990 180 WB 0.52 Horz(TL) 0.10 7 n/a n1a Matrix-SH Weight: 132 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5.5-13 oc bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1243, 3-4=-1466/971, 4.5=-1297/945, 5-6=-1466/971, 6.7=-2075/1243 BOT CHORD 2.13=-1011/1840, 12-13=-1011/1640, 10-12=-598/1297, 9.10=-1018/1840, 7.9- 1018/1840 WEBS 3.13=0(300, 3-12=-678/494, 4-12=-223(378, 5-10=-223/378, 6-10=-678/494, 6-9-0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=151t; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at joint 7. 0 W4RNNIG - Verily deelyn paremerore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. 1893*015 BEFORE USEDeslmlvalldlot115eonlyuAthMltok®connectont. titledesign Is based only upon )xsamelers shown- and Is for anfrndlvldu l b lIdbng co mponenl. not o buss systonn Bulone use. the building designer must verily the ("AlcaMlry of design, pcnanolors and pwpenly lncoglonato this design Into the overall Brochg trxllcated Is to txfcalrlg IndNkhxi miss web ax1/a chow members only. A[Kltlonal tempor(sy and Wmarlent b(ning M iTek' buildingdesign. pevenl of Is always regaled lot slatA y and to proven) co0glse with possJVfepersorxf Inlury and property da mogo. ra general guidance reWcOV the lalnricotlonslaago, delivery. erection and NockVof tnraes andImm systems, smANSI/IPI IQuality Criteria. D311-69 and SCSI BuBdfrnp Component 6904 Parke East Blvd. Safety Information avallaole from btm Rate frnstiArte. 218 N. fee Sbeel. Sulto 312. Aloxcnclria. VA 22314. Tanga. FL 33610 Job Truss Truss Type Oty Ply WP0028 712949809IWP0028ASCommon101 Job Reference (optional) Builders FirSISOurC9, Tampa, Plant City, Florida 33566 11.130 s Sep lb ZU17 Mil OK Inauslnes. Inc. rn Jan 1Z 1Z:br:49 "Zulu rage 1 ID:75SJeCOSyOW 2ilGVr5nBLly96Pw-FTcBn?Tlbr_F_ 1blzkzO7o?OBMo8D2lmHY58bLzw5HG 1.0 0 6.9.3 14.0.0 21.2.13 28.0.0 0-0, r t•0 O F 6.9.3 7-2-13 I 7-2.13 I 69.3 1.-00 ' Scale: 1/4•e V s.00 512 4x6 = v0 3x6 = = = 33x6 = x4 US = 3x4 LOADING ( pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.65 BC 0.94 WB 0.33 Matrix- SH DEFL. In Vert( LL) -0.22 Vert( TL) -0.61 HOrz( TL) 0.09 loc) I/defl L/d 2. 12 >999 240 2- 12 >543 180 8 n/a We PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1087/0.3-8, 8=1087/0.3.8 Max Horz 2=87(LC 16) Max Uplift 2- 292(LC 12), 8=-292(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1321, 3.5=-1777/1148, 5.7=•1777/1147, 7-8=-2078/1321 BOT CHORD 2.12=-1102/1873, 10.12=-570/1221, 8-10_ 1109/1873 WEBS 5- 1 0=-327/598, 7-10- 435/466, 5.12=-327/598, 3.12=-435/466 NOTES- 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS lot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This buss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at Joint 2 and 292 lb uplift at Joint 8. 0 WARNING • Verify doOgn pwareefors and READ NOTES ON THIS AND WCLUDED MlrEK REFERANCE PAOE 0,07473my. 1OV30201S BEFORE USE Designvdkltouseonlyv4mMllek®connoct m. Bits designIs txlsod only upon rxaanoters shown. and Is toon IndMdKl Mildbng Component not o truss sysloi n. Befoo nae, line Ixildlno designer must vodty Iho appllcabOly of design lxaanolos and Ixolwrly hcoq.,orole this design Into the ove,". bi0dtrnp design. Bachg Indlcolod Is to prevent buckling of IrxllvkltKl miss web and/or chord members orgy. Adlrlikxnrl kKnporay and pomcmnl txacbng MiTek' 6alwoysiogrlrodtostdh911yandtopreventco0gxevAthlieIxnsonrih}sy ad Ixoporty danago ro gornesr! guklance iogadhg the kbrlca11msloago, delivery. erecilon and txaebngof lnrssesand InrasYslema, weANSIMIt Quality Crlterlo, OSS-89 and BCSI Subding Component904 Perko Etas Blvd. Safety information avallallo from truss Platohstin4e. 218 N. too Slreel. Sulle 312. Alexadrlo. VA 22314. Tor po, FL 33610 Job Truss Truss Type Oty Ply WPOO28 T12949810 WPOO28 A6 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:50 2018 Page 1 ID:75SJeCOByOW 2itGVi5nBLIy96Pw•119Z7LUHM866cBAvXSUdIOXVnm8syT W wVCii7nzw5HF t-0.01 5.5.14 17.1.15 i 10.4-0 111.8.0 i 19.0-0 i 22.3.6 28.0.0 29-0Q 1-0-0 5.5.14 1.8.1 3.2.1 1.4.0 7.4.0 3.3-5 5.8.11 1.0-0 Scale. 1:49.7 4x6 = 64X6 = 4x6 = 3x6 = 14 1L 1u 3x6 2x4 II 3x8 = 4x6 — 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.91 BC 0.91 WB 0.49 Matrix-SH DEFL. in VeA(LL) -0.16 Vert(TL) -0.45 Horz(TL) 0.10 loc) I/dell L/d 8-10 >999 240 B-10 >744 180 8 n/a Na PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.8 oc bracing. WEBS 2x4SPNo.3 WEBS 1 Row atmidpl 5-10 REACTIONS. (Ib size) 2=1087/0.3-8, 8=1087/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-268(LC 12), 8=-318(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2091/1233, 3-4=-1711/1086. 4-5=-1700/1114, 5.6=•1699/1085, 6-7— 1858/1127, 7.8=-2097/1271 BOT CHORD 2.13=-1004/1857, 12.13_ 1004/1857, 10.12=-957/1837, 8.10=- 106611887 WEBS 6.10=-172/461,7.10=-249/282,4.12=-855/1293,5.12— 932/679,3.12=-466/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=151t; Cat. ll; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 fall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 2 and 318 lb uplift at joint 8. Q WARNING- Varry do d9n panrmrfonand READNOTES ON THIS AND INCLUDED WNK REFERANCE PAGE N67473 rev. I06MIS BEFORE USE Design valid tel use ordy vAlh Mltek®connectas. INs desIgn Is Lased only uponmareters shown, and blot m Iridlvldum Lx&* D compononl. roof o truss Mtein. Before use. Iho b tilding designer must verity the appkab9lly of design parameters and properly hcorporoto this design Into the overall building design. fDaclng Indicated Is to prevent bucaing of IndNkluK1 truss weband/or chord rnernbeis only. Additional temporary and peirnanent MackV MiTek IsadrvoysiequbedforsIcUltyandtopreventcollapsewllhI»s &Ao personal Injury and property donago. for general guidance nogadlng tine Ialrk: aloo t, storage, delivery, election andbracing oftrusses andInisssyst :mt seeANSIMI1 OuaUty Crlterlo, DSB-89 and SCSI Building Component6904 Parka East Blvd Safety Information avdDablo from Truss Rate Institute. 218 N. too Strool. Sulte 312. Alexandta. VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oty Ply WPOD28 T12949811 WP0028 A7G Roof Special Girder 1 t Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:51 2018 Page 1 ID:75SJeCO8yOW 2itGVi 5nBLly96Pw-CgxChUv7SEzEU6597sCD4k7Aciho33ksaFgEzwSH E r1.0.0, 6.1/-1 10-4.0 i 13.10 i 17.2.4 i 21.0.0 23.9.13 10-0 0 1-0.0 6.11-1 3.4.15 3.4.0 3 6.4 3 &12 2.9 13 4-2-3 1.0.01 al0 Smote = 1:50.8 4x6 = 3x6 = v = v 3x12 MT20HS C 2x4 II 5xe = 4x10 MT20HS 3xB = 700 = 20 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.68 BC 0.42 WB 0.99 Matrix-SH DEFL. Vert(LL) Vert(fL) Horz(fL) in Qoc) Well Ud 0.26 13-15 >999 240 0.59 13-15 >561 ISO 0.10 9 n/a nta PLATES MT20 MT20HS Weight: 161 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid telling directly applied or 7-11.15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1554/0.3-8, 9=2469/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-425(LC 8), 9- 770(LC 9) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 3312/875, 3-4=-2948/863, 4.5=-2932/849, 5.6=-5068/1562, 6.7=•5069/1562, 7.8_ 5548/1744,8-9=-5623/1734 BOT CHORD 2-16=-783/2987, 15.16=-783/2987, 13.15_ 1275/4610, 12-13- 1535/5202, 11 - 1 2=-1 544/5140, 9-11 =-I 544/5140 WEBS 3-15=-4221218, 4.15=-585/2068, 5.15=-2551/851, 5-13=-285/710, 7.13=-484/610, 7-12=-602/1986 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst-, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS ( envelope): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcui rent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 770lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 21.0.0 on lop chord, and 1518 lb down and 476lb up at 20.9.8, and 278 lb down and 114 lb up at 21-0-0 on bottom chord. The designtselection of such connection device( s) Is the responsibility of others. 9) In the LOAD CASE( S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1- 4=-54, 4. 5>54, 5.7_ 54, 7-10=-54, 2-9=-20 Concentrated Loads Qb) Vert: 7=- 53(B)12_ 1796(B) Q WARNING • Verily doOgn pwwwen and READ NOTES ON INS AND INCLUDED AMK REFERANCE PAGE 01167477 my. 100MIS BEFORE USE. Doslpt valkl loi use only with MllekO Connoctois. This design Is based only Upon poametors shown. and Is low an bndlvk$tKd txldtngcompwnenl. not a truss systein. Before use. The building deslgnoi must verify Irmo WalllccM1y of doslW rxsmnoters and Ixopowly bneorwolo, 0%design Into Iho overall building design. Bracing Indicated h to prevent b midinig of individual truss web cnd/a Chord members only. Additional lemporW and p mmionl lxactiv MiTek' Is always io"od forsWUB11yandtopreventcolla"o vAlh posdAe poisonil IW1ry and popxxty dosage. rot general guldonco iogockv the Ic"Icalbn sloiage, detiveM owectlon and biockng of trusses and Inca systems. seeANSIMI I Quality Criteria, D36-69 and SCSI 6ulldrng Component 6904 Park* East Blvd. Safety Inlorrnatlon avalbble from Truss Rate Institute, 218 N I ee Street. 174te 312, AToxandria, VA 22314. Tornpo. FL 33610 Job Truss Truss Type Oty Ply IWPOO28 T12949812 WP0028 B1GE Common Supported Gable 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek InduSirles, Inc. Fri Jan 12 12:57:52 2016 Page 1 ID:75SJeCOSyOW 2itGVi 5nBLly96Pw-g2HJPOVXumMgsVKIfIW SIRd21Z2gOU2DzW Kpcgzw5HD 1 •f}0 10.4.0 20.8.0 1.0.0 I 10.4-0 I 10.4.0 1-1X1nI!19K-K 06 = Id 30 — 22 21 20 19 16 17 16 1s 14 13 3x4 — 3x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20141TP12007 CSI. DEFL. in (loc) Wall Ud TC 0.08 Vert(LL) 0.00 1 Wr 120 BC 0.04 Vert(TL) 0.00 1 rVr 120 W B 0.04 Horz(TL) 0.00 12 n/a We Maldx-SH LUMBER- BRACING - TOP CHORD 20 SP NO.2 TOP CHORD BOT CHORD 20 SP NO.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 20.8.0 Ib) - Max Horz 2=72(LC 12) Max Uplift All uplift 100 Ib or less at jolnl(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21, 22, 16, 15, 14, 13 FORCES. (lb) - Max. Comp./Max. Ten. • All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20°6 Structural wood sheathing directly applied or 6-0.0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsl; h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever tell and right exposed; end venical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0.0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 2. 0 WARNING - Vorfly dodyn para mtsrs and READ NOTES ON TMIS AND INCLUDED MREK REFERANCE PAGE M67473 rov. 149MIS BEFORE USE Design valid for use only v41h 1011I106connoctas. Ihlsdesign is hosedonly upon paanelers alwwn. andIsfor an IndivkAKO NAding component not a bus system. Before use. the building deslgrwt must verity the Wspliccblity of design paamoters and ptoperty incorporate this design Into the overall bnBding design. Bracing Indicolod Is to buckling of Individual busweb anti/or chord membersonly. Additional wmpora,yand petmaxsnl bracing M iTek' prevent Is always rocALed for sk"ty, and to prevent cotigze vAlh poslxo petsonal kWay and property damage. rot gorwrd guldatce iogothng the 6904 Parka East BNd. fabrication, storage, delivery, erecilon aid bracing of Inmes and trim systems. soeANSI/IPI I Ouotity, CANrIo, DSS-a9 and SCSI Building Component Torrga. FL 3361DSalalyInformationavalk"o from lrtis Plato Instik4e, 218 N. Lee Skoef SlAle 312, Notrardric-LVA 22314. Job Truss Truss Type Ory Ply WP00211 T72949813 WPOO28 B2 Common 1 1 Job Reference (optional) buacers I -I si"urce, Iampa, rlam ',try. rtonoa ssaoo U., 4. a avp, 1u cv, , ,.,,, ow ,,,ti. „ .a„ oVo , ID:75SJeCOByOW 2itGVi SnBLIy96Pw-8EihdMW913VhTevUCa 1KHe98BzFr9vNMCA3Mk6zw5HC 1.0.0 5.1.9 10.4.0 15.6.7 20.8.0 1 00 5.1.9 5.2.7 5-2.7 5.1.9 Scale a 1:34.9 4x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Verl(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(rL) 0.05 6 n/a n1a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight: 90 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.4.11 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib size) 6=755/Mechanical, 2=821/0-3.8 Max Horz 2=72(LC 12) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1501/956, 3-4=-1282/832, 4-5_ 1296/842, 5-6=-1525/974 BOT CHORD 2.9=-811/1347, 7-9=-435/901, 6-7=•830/1374 WEBS 4-7=-242/435, 5-7=-326/347, 4-9=-225/415, 3-9=-309/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15I1; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C lot members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 4) - This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (p=lb) 6=197, 2=223. 0 WARNING • Vody dodgn pmametom and READ NOTES ON THIS ANDINCLUDED MREK REFERANCE PAGE 1141114473 rev. 1893*015BEFORE USEDeslgrnvalklforuseonlywllhMllek® connectors. ltnis doslgn It basod only upon Ixxamelers shown. and is la an hdlvldual IxticlI ng component. rot o brassWILm. Before use. the txAcling deslgm must verity Iho app9caMply of degM Ixaanoters and ptorxariy hcorrxxato 9nk design Into lie overall Wchrg doskpn. Bachg Irndlcoted Is to prevent hucldhg of IndlvkArci truss web crud/a cWd rnernben only. AWIlorO Wmr"ay arxf rxsnnanenl Ixo l;VM iTek' 1% dlwoys requi od lot skilAlty and to p oeveni collatm wllh posdAo petson[1 tipsy and prorxxty damogo. Too 90M3rCII gJdanco togading WO lotvlcatbn, sloroge. c$Wlvety. eteclbn and txcrchD of Inisms and Inns systems seoANSI/TPI I Quality Critado. DSB-69 and IICSI Building Component 6904 Parks East Blvd. Salaly Information avclknblo from Inns Role fru0krie. 218 N. Lee Street, sWle 312. Aloxarndrkr. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qy Ply WP0028 WP0028 B3 Common 1 1 Job RelerReference (optional)T12949814I Builders FKst5ource, Tampa, plant Gtty. FIor10a 33bbb a.1Ju s bep 1 b zvt i mr r ex motsstrres, inc. rn dan t[ tz:ot;oq zuto rage t ID:75SJeCQByOW 21tGVr5nBLly96Pw-cQP4gIXoQNdY5oUhmHLLgsIJxNb4uMd W QgpvGYzwSHB 1.0.0 , 5-1.8 10.4-0 15.6.8 20.8-0 1.0.0 5.1.0 I 5.2.8 ' 5.2.0 + 51.8 Scale = 1:34.9 4x6 = Ig 3x6 = 30 = 3x4 = 3x4 = 34 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.39 BC 0.57 WB 0.17 Matrix-SH DEFL. in Vert(LL) -0,08 Ven(TL) -0.24 Horz(TL) 0.05 loc) Udell L/d 6.7 >999 240 6-7 >999 180 6 We n/a PLATES GRIP MT20 2"/190 Weight: 90lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=755/Mechanical, 2=821/0-3.8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3- 1502/957, 3.4_ 1282/831, 4-5= 1296/842, 5-6- 1525/974 BOT CHORD 2.9=-811/1348, 7-9=-435/901, 6-7=-83l/1374 WEBS 4.7=-242/435, 5-7=-326/348, 4.9=-224/415, 3.9=-309/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=151t; Cat. II; Exp C-, Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever lent and right exposed ; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 6=197, 2=223. Q wARNma - Verity deafen pwamotora and READ N07Es ON THIS AND INCLUDED MrfEK REFERANCE PAGE NO.7473 mv. I&M1016 BEFORE USEDesignv(Aki la use only vAlh Mllek® connoclors. Itls design Is based only qx)n 1>aamoters shown. and Is for anIndividual L"cli ng component. not o muss system. Before uso. the IxAdbng doslgW must vedly We c"AlcahllN of design paamotcxs and prolody bncostoralo this doskjn Into the ovordtIstobucklingIrx11vk1tKlbossand/ot chord m(onbers only. A&Jlkxxi lom"arycnd pxnmorxrnt Macing WOWbuildingdesign. ®cichg Indicated rxevent of web Is always regtLod lot swWtty and to pxovenl collgxo wtlh Posbllc+ porsaxn"and pxopohy damage. rat general gtkk nce segading the Wricallo n, storage, doNvory. eroctlon andIxacbng of Krumcnd Inns systems seeANSf/1WI Quality Criteria. OSe-89 and 6CSI BuildingComponent 6904 Parka East Blvd. Safety Information avcAcdNe hom inrs Rate Insdrtrle. 218 N.1 ee Strool Wle 312. Aloxanclrks VA 22314. Tampo. FL 33610 Job Truss Truss Type Oty Ply WP0028 T12949815 W P0028 B4 Common 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Flonda 33555 a.1su s aep 10 zv1 i rvrn ex moustrres, mo. rip elan rz rz:onoo zu ro rays i ID:75SJeCQByOW 2ilGVi5nBLIy96Pw-4dzS22YQAhIPl 2tK74oM3FUhnxJdpstlUZTp7zw5HA 1-0-0 5.1.8 10.4.0 I 15.6.8 20.8-0 40 5.1.8 5.2-8 5.2.8 5.1.8 4x6 = Scale = 1:34.9 Ig 7.4.9 5.10.14 17-4-9 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 6-7 999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) 0.24 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 HorZ(TL) 0.05 6 n/a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 90lb FT = 2061, LUMBER- BRACING - TOP CHORD 20 SP No-2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SIDNo.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (Ib) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1502/957, 3.4_ 1282/831, 4.5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1348, 7.9=-435/901, 6.7=-831/1374 WEBS 4.7_ 242/435, 5.7=-326/348, 4.9=-224/415, 3-9=-309/334 Structural wood sheathing directly applied or 4.5.8 oc purlins. Rigid telling directly applied or 6.4.11 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10: VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps% h=151t; Cat. II; Exp C', Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 6=197, 2=223. 0 WARNING - Verily doslpn peramrrora and READ NOTES ON THIS AND INCLUDED 4BTEK REFERANCE PAGE MI0,7473 rev. IOMMIS BEFORE USEDesignvalidlauseonlywithMnek® connectors. this design Is txzod only upon Ixaaneters shown, and Is for an bx1lvlUral IxddbV component, nol a huss system. Before use. the Ixildnp designer must verily the ar.01calAlly of design Ixaanoten and Ixopxnly boogoioto this design Into rho overall building design. Bracing Indicated Is to proven) txrebing of tndNkhwl IF= web and/ofehad members only. Additional tornpxxary and porm non) txacDmg M!Tek' is always rogr/rod la stat 4lryamd to lxovenl collq)se wllh lo%B)Io personal hpny and Ixolxlrty danago ror goneral guldanco rogadng tho k4xicatkxi staago. delivery, eiecllon and broCthg of IRrrsas and inrst systemssoeANSIfWl l Quality Criterio, DSM69 and SCSI building Component 6904 Parke East Blvd. Safely Information avallatxo Dom Inca RateInstitute, 218 N. toe Sheet, Suite 312. Alexandria, VA 22314. Torrpa. FL 33610 Job Truss Truss Type Oty, Ply WPOO28 T129498161WPOO28CJ1Jack -Open 6 1 Job Reference (optional) Builders FIr615ource, Tampa, Plant Glly, Florida 335bb Is.l3V s aep PJ eul / Mr 1 OK InaOStrle5. Inc. rrr Jan lz iz:J/:oo zvia rage i ID:75SJeC08yOW 2ilGVi 5nBLly96Pw-4dzS22YOAhIPly21K74oM3FZUn32di RIIUZTp7zw5HA 1.0 0 1-0.0 1.0.0 1.0 0 F-.'r_ r3MK-SJ 20 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 5 lb FT = 20°b LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4 2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 0 WARNING. Verffy design penmsten and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE A111,7473 rov. IM32015 BEFORE USE Desig n vdid la use orgy with lv91ek6connectors. Inls design Is biased only tipon pacmeters shown. and Is for an indivlducil Wldi ng Component. not S a fruss system. Before use. the btgcfrnp designer muss verily the Qx lieotbIllty of design paomotors and psopody Ineotpotolo it* closign Into the ovoidl stractn0 indicated Is to buckling IndIvklud bust web avJAx chard members only. Ack9tlornd lemW ay and pennonenl locac-traWOW bxldIrVdoslgn. rrevonl of Is alwayssogr6odfoi sidblilsy andtopovent collopso wllhpossible persaxl Iryuy and properly damo©e. rot gernetd ptldo nce ropcadlin0 she 6904 Polka East Blvd. fdxicaslorn, stacipa, delivery, erection and llrtr AV of fnrses and tnrA systems seoANSI/iP1I Oualily CAtMo. OSS49 and IICSI Bu9dfrig Compammt Tonpo. FL 33610 SafetyINormolloncrvdidnlefromImsPkisofrnsttttite. 218 N. Lee Street. Stgle 312, Alexcindkr. VA 22M, 14. Job Truss Truss Type Ory Ply WP0028 T12949817 WP0028 CJ3 Jack -Open 6 1 Job Reference (optional) BUilder$ FirStSourCe, Tampa, Plant City, Florida 33556 0.13v s aep 10 4W I MI I eK mousmes, inc. rn elan 1z 1z;anao zv 16 rage i ID:75SJeCOSyQW2itGVr5nBLly96Pw-YpXyFOY2x_IFK6d3ulb 1vHnkkBO2MIhou810LRzw5H9 1.0.0 3.0-0 r 1.0.0 3.0.0 scale. 1:10.8 2x4 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 VerI(LL) 0.00 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014rrP12007 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplllt 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING. Vodoy dodyn pwametwo and READ NOTES ON THIS AND INCLUDED NI EKREFERANCE PAGE UP-7473 rov. 1a003WIS BEFORE USEDeslonvalklloiuseorgywithMllok® connectors. this design is bawd only upon paamelers shown. and 6 loi an indIvldtral bulding component, not a buss syslem. fbloeo nao. lho bu9dbn0 deslgroj mull vedty tho cq:lllkk al191ty of doslgn lxnarwtols axt Prorlmly bncapaoto Ihls design bto the overall b ldtng design. Racing Indlooled Is to povont buckIN of bx WJtKl tressweb cuW/a chord members only. AddIllonui lernporary and permanent braclro M iTek' Is always rocit6ed lot stability and to txevonl coe4lse with pb1597lo lorsorxl hJuy and pop ofty damage. ror goneral guidance rogading ow labtcatbn storage. delivery, ejection andbracing of Inisses and hiss systems. seeANSIMI I Qualify Qltedo, DS649 and SCSI Culkling Component 6904 Parke East Blvd. Safety Informotlon cr alkluo born ings Role bnsShAe. 218 N. too Slroet. Sidle 312. AlexaKtrkx VA 22,114. Torrpo. FL 33610 Job Truss Truss Type Oty Ply WP0028 T12949818 WPOO28 CJS Jack -Open 6 1 Job Reference (optional) 13UIICGFSFUS150=9, IBmpa, Egan tarry. Ftonaa JJbbo V.IJV 5 aep I ZV 1I Mr r ex Inou51rre5, Inc. rrr Jan I IZ:D r:DD eV 10 rage r ID:75SJeCOSyOW 2i[GVr5n8Lly96Pw•YpXgFOY2x_IF K6d3uib 1vHnidBL7Mihou810LRzw5H9 1•ao 5.0-0 1-ao I--5-0.0 20 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0,03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Veri(TL) 0.08 2-4 727 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa We BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3.8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1). 2=247(LC 1), 4=96(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.14.9 PLATES GRIP MT20 244/190 Weight: 17 lb Fr = 2010 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=140Mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and tight exposed; end vertical [ell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 3, 2. Q 1VARN6IG - yedy desgn panuneta* and READ NOTES ON THIS AND INCLUDED AWTK REFERANCE PAGE N67473 rev. FOWMIS BEFORE USE Design valid lot use only vAth MllekO Connoctors. thindesign b lased only tN0111 paanoters shown. and b lot on Individual building component. not a truss system. Below wo. the Ixddnp dodgner must verify the oDpOcalAlly of dosign paanoters and properly hcorporato tits design Into Iho overall Bracing Indlcaled Is to bxucMbV IndNWuri truss web and/or chord members only. Ad libortrl ternporay and permanent Ixo^..1 ng MiTek' brBdi ig design. prevenl or Is alwaysuequ bodfor statAltyand 10prevent collgzo vAthposue persow hKey and popertydunago. rou general guldonce uegaalrng molabrlcallon. storago. delivery, eioc#on axlbracing of trussesand trusssystems swANSI/IPII Quality CrIlodo, DSB-89and BCSI Bul lingComponent 6904 Pork* East Blvd. Safety Inlonnatlon aorfi lAe from trussRate frxdhdo. 218 N. too Street. Sulle312. Alexa dramVA22314. Te"Ve. FL 33610 Job Truss Truss Type Oty Ply WP0028 T12949819 W POO28 EJ7 Jack -Open 8 1 Job Reference (optional) tsuriaersmrsixurce,iampa, rpanitrry,rronaacrl000 o.tay.. Vlucv,,,n„o,,,,,,,,,e.,,. „tea,, , oyo ID:75SJeCOByOW 2rtGVf 5nBLly96Pw•0?SCTkZgi176yGCFR06GSUKmJadt5lxy6o2ettzwSHB 1.0 0 7.0.0 r 1.0 0 I 7.0.0 Scale = I:/8.8 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 2.4 688 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(fL) 0.26 2-4 308 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014lf P12007 Matrix-SH Weight: 23 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (Ib/size) 3= 165/Mechanical, 2=31810.3.8. 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max Grav 3=165(LC 1). 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. If-, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girdef(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except 01=lb) 3=104. Q WARNING - Vadly d*0frnparamofere and READNOTES ON THIS AND INCLUDED Mr EKREFERANCE PAGE ND-7473 rev. 1003QOIS BEFORE USE DoOg nvdld lot use orgyv4th MIlc.40connectom Mdesign Is lxaodorgy upon pxsanoters shown. and is for anincil"K! txAdl ng componon,, not ohumsystem. Bolore use. tho IxAdlrtg deskpm must verity the aPrJllcabllN of design rxswrrokm and popedy Incalotato n* design Into the over', txAclHg design. Bracing hWpcated Is to peveni buckling of IndNksu' tarn woband/or chord members orgy. Additional tomporary and permanent txoclnp Welk' It always nogtUod tot skilAlty and to ptovent cotkE76o with possilAo personal Injury and popedy danoge. for goner' gukk=o rogadng Ile klxlCatkxt, slorago. delivery, erectlon and bracingof tnrssm cW htm systems weANSI/Ipl l Quality Cdterto. DSB49 and SCSI Wilding Component 6904 Parke East Blvd. Safety IMotmallon av'Idl11e from In= Male frx9hrie. 218 N. too Street. Sulto 317. AloxanclAa. VA 22314. Torrpo. FL 33610 T12949820 EJ7G Jack -Open Girder 1 2 .loin Rtnterenrn /nntinnall onaa 33555 0.13U S Sep 15 2Ul / MI IeK in0051rteS, inc. rn dan 1z 1z:5/:5a zu1B rage 1 ID:75SJeCOSyOW2ttGVi5nBLly96Pw-UCeag4al rc7zaOnS77dV_is_L_YgBw5LSn7PKzw5H7 3.8.2 1 7.0.0 3-8-2 3.3.14 20 11 20 11 Scale = 1:21.1 7.0.0 7-0.0 Plate Offsets (X,Y)-- (1:0-3-1,0-1-81 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veil(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vart(TL) -0.26 1.3 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 rt/a We BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0.0 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 1=1167/0-3-8, 3=1538/Mechanlcal Max Horz 1=106(LC 23) Max Uplift 1=-31O(LC 8), 3=-456(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 *x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 00', joint 2 = 00,16, joint 3 = 001, 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 6) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplill at joint(s) except 01=lb) 1=310, 3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 Ib down and 217 lb up at 2-0-12, and 735 lb down and 217 Ib up at 4-0.12, and 737 lb down and 215 lb up at 6-0.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Veil: 1-2=-54, 1.3=-20 Concentrated Loads (lb) Van: 4_ 735(F) 5=-735(F) 6=-737(F) 0 WARNWO - Wry deOgn pyrometers and READ NorE5 ON7NJSAND WCLUDED WTEK REFERANCE PAGE NB-7473rev. 10103WIS BEFORE USE - Design vn,,ki for use only w,dn MlloM connectors. This design Is bcood only trpon paanerors shown. and Is for an htllviclu l blldhng component. not o hum system. Before use. the building dos gnor must verily the aprxk,,Ally of design lxxanoters and property hcorpotato ihk design into the over,,, btl<!ng dostgn. Bating Indicated is to buckling or Inalvkltxl tons web and/or chord members orgy. Atk111kxxl temporary a cl permanent broCIW WOWprevent is,,worys oocl lied too slatAlly and to prevent cotrgxe wllh possble Irnrsorxl Irytoy and properly damage. for genet,, guldanco tega,,ng 9no 6904 Parke East Blvd. kAxicalbn, slotago. delivery. eroctron and bating or musses and tnm systems, sucAN31/IPI I Ouoilly Crlterb, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationav(ic"a tom ttm Rate IUBtule. 218 H. Leo Streel. Wto 312. AloxarxlAo. VA 22314 Job Truss Truss Type City Ply WPOO28 T12949821 WPOO28 EN1GE GABLE 2 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MITek industries, Inc. Fri Jan 12 12:57:58 2018 Page 1 ID:dZIYOHLoatAtc_8cU57 Fa5z4Ss9-UCeag4 aITc7zaQnS77d V_is4s_53gBJSL5n7PKzw5H7 1-0.0 2.10-0 + 4-10.0 I 8.10-0 1.0.0 2.10.0 2.0.0 2.0.0 Scats a 1:15.6 20 If 5 2x4 = 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 n1r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 TV( 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 27lb FT = 200o LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 20 SP No.2 REACTIONS. All bearings 6-10-0. lb) - Max Horz 2=92(LC 9) Max Up11t1 All uplift 100 Ib or less at joint(s) 6, 2, 7, 8 Max Gray All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at joints) 6, 2, 7, 8. 0 WARNING- Verily designpommato sandREAD NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGEWF7473 rev. 100MIS BEFORE USEDesIgnvolldlauseonlywithMllelt®coruwclors. Ws design Is Ixzed orgy upon poaneters shown. and Is lot m i div duct txAding componont. not otruss system. Before use. the Ixltding designer must vedly the aprAlcolNiry, of design rx]ranotorS cxxl ptopedy Inaotpaxato Ink design Into the ovoidl acting Indicated Is to Welding 01 Indlukftxl truss web crxl/or chord members only. Additional ternporay cnd petmctnenl Ixai ng M iTek' bidding design. prevent Is always rooAlred lot stolAlty and to Ixovmt collapse with powl!)leporsond troy and property donoge. for goneral gukknco Iegading the 6904 Pedro East Blvd. Icrtxicalk-n slologo. delivery, eiecllon and txctcing of tnrsses and inm systems seeANSI/IW I Qucltry, Cdhe . OSS-89 and BCSI Bugding Component Tompo. FL 33610SW*ly Inlommgon crvc*cble from Russ Plate issgfrdo. 218 N. Lee Street. Stllo 312. Alexcincida. VA 22314. Job Truss Truss Type Oty Ply WP0028 T12949822 WPOO28 EN2 Monopitch 10 1 Job Reference (optional) Builders FIrSISOUrte, Tampa, Plant Ulty, FlOrtda 33555 VAJU S Sep 15 ZU] r MI1 eK 1nouStfteS, Inc. I-rf Jan 1Z 1Z:5/t58 ZUIU Paget ID:dZtYOHLaatAtc_8cUS7Fa5z4Ss9-zOCztObwEvFgBZMeZ18kXvP5aOlyZe RFa6Xgymzw5H6 1-PO 6.6.8 6.10.0 1.O 0 i 6.6.8 '0-38 Scale. 1:16.3 20 11 3 20 = 4 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.10 2-4 780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(I-) 0.24 24 312 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 We Na BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 25 lb FT = 20%. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (Ib/slze) 4=228/Mechanical, 2=31510.8-0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-140(LC 8) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except 61=1b) 2=140. Q WARNING. Verfry dadyn paramstere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. I&MINVISBEFORE USE. Deslg n valkl lop use onlyvAlh tv0lok0 conneclors. n* desl®1 h Lasaf orgy upon paanolea shown. and k la an IndMdUo1 Ixldl1V compornenl. not O truss system. Belope use. Ito IxAdi ng dosigner pnusl voplty Ito ol3>licc"lty of design paranoters and I>•oixAly incort>xate lhb design Into the overall building design. Brachp Indicated Is to budding of VKINkfual truss web and/or shored members orgy. Additional temmary and pemrcrwnt braotng M iTek' prevent Is alwOys roqulod for ski>Blty and to pxovont collgxe with poslkAo pop nail Iryuy and properly danago. ra general guidance pegadng the 6904 Paft East Blvdknxkarkxnslaoge. delivery• erection and lxactng of Inism and lungs syslonns WCANSI/iPl I OuaBly Criteria, D$049 and SCSI Building Component Tampa. FL 33610SafetyInformationavalklblefromLugsPlatoIrnsdnuo. 218 N. toe Shoel, SUIo 312. Alexa ddo. VA 22314. Job Truss Truss Type Oty Ply WP0028 T12949823 WPOO28 HJ7 Diagonal Hip Girder 3 t Job Reference (optional) BUIldeFS FIFS150Urce. Tampa. Plant uny, Florld8 33bbb VAJU s bep lb ZUl I MI I en maUSIF1e5, IOC. rn ,tan IZ 1Z:=vu ZV 1a rage 1 ID:75SJeC08yOW 2ilGVi SnBLIy96Pw-RamL5lbY7DNhpIxg7Yfz37yM8oeL11 dOpmGE UCzw5H5 1.5.0 5.5.13 9.10.1 1.5.0 1 55.13 4.4.3 Scale a 1:20.6 20 - 55.13 4310 0-0-9 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.10 6-7 999 180 BCLL 0.0 ' Rep Stress Inc( NO WB 0.26 Horz(TL) 0.01 5 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 40 lb FT = 20°5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP N0.3 REACTIONS. (Ib/slze) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/231 BOT CHORD 2.7=-275l720, 6.7=-275/720 WEBS 3-7=0/312, 3.6— 784/299 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cal. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except 01=lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1.4.15, 64 lb down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4.2.15, and 53 lb down and 92 lb up at 7-0.14, and 53lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15. 2 lb down at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0.14, and 39 lb down at 7-0-14 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2.5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-91(F_ 46, B= 46) 13= 39(F=-20, B=-20) 0 WARNWO. Vorfly doWgn Paromotaro and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE 11167479 rov. FaC MIS BEFORE USEDesignvalkllauseordyvdthMllek®corowctors INs design Is based only t4bon Marnoters shown, and Is for an Individual bolding component. notabusssystem. Before use. the building deslgnon must verity the a mica bllty of design Ixsameteis and piopedy Incorpaato this design Into the overall Brachg Indicated Is to bucklkrg Individuall tnra web cxdt/achord Mombets orgy. Additional temporary and permanent lxcring M iTek' building design. Prevent of Is alwaysiogUrod fort stability andtoIxevanl cdlgbsocalm losslAo,1oFsonl"and ploPerly damage. Fa gereial guidance nogac&V the fabrication, sloiago. delivery, erectionall bracfrlg of bussesand trusssystemssoeANSI/wil QualityCriterio, OSS49 and SCSI BuSmngComponent 6904 Parke East Blvd. Safetytntermatlon avalksiblefrom IncaRate hstibdo. 218 N. teeStreet. Stile 312. Alexadtrkl. VA 22314. Tango. FL 33610 Job Truss Truss Type city Pty WP0028 T12949824 WP0028 V3 Valley 1 1 Job Reference (optional) Builders FrrstSource, Tampa, Plant City, Florida 33666 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 ID:75SJeCOByOW 2itGVi 5nBLly96Pw-RamL51bY7DNhpIxg7Ylz37y03omXl5hOpmGEUCzw5H5 3.1.8 3.1.8 0d d 2x4 2x4 11 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.09 Vert(LL) We n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(rL) We We 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We We BCDL 10.0 Code FBC2014/rP12007 Matrix-P LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=82/3.0-14, 3=82/3.0•14 Max Horz 1=42(LC 9) Max Uplilt 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) • Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:9.3 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 2090 Structural wood sheathing directly applied or 3.1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. II, Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. Q WARNINO • Veiny dealyn pararrrerera and READ NorEs ON 7NIS AND MCLUDED Nr EK REFERANCE PAGE UP-7473 rsv. I&MMIS BEFORE USE WIFDeslonvalidlopuseorgywithMnoWConnectors. Ms doslgn Is Ixised only upon pmamoters shown. andIsfor an Individual twlding component, not a truss system. Beforo use. the Ixlic" dralgroi must verity the arx:tical ity of dosfgn paanotops andIropeily hcorporoto this design Into the overall txmdhg design. fsachg Indicated Istorxevont bmking of lndWtKA trussweb and/of chord members only. AUUaonal temporary and permanent txar-Ing WOWIsalwaysiogt6odlotslatAllyandtopievonlcollaxewithpossblopersonalhWandpropertydamage. For germ guldvoe ie"C" the fatxicatbn. storage, delivery, erection and LxaGng of Innsas and trust sysloms, sceANSI/iPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Pars* East Blvd. Safely information avallatAe from Truss Rate Inslltuto. 218N. lee Strool. St/le 312. Alexmdria. VA 22M, 14. Torrpo. FL 33610 Job Truss Truss Type Oy Ply W POO28 T72949825IWPOO28VSValleyt1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 u.rsu s Sep 15 2vi I Mi r ex mausures, inc. rn dan is rc;oa;vr 20 ro rage i ID:75SJeCOByOW 2ilGVr5nBLly96Pw-vnKll5cBmXVYRIW 1 gGBCcKUW bC3U 1Yxx 1OOnOezw5H4 5.1.8 r 5-18 - 20 i 20 11 2x4 11 Scale = 1:14.3 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grlp DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a r1/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0.14, 3=156/5.0.14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=•56(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5.1.8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and lorces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 00b 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 0 WARNWO - VeAy doslpn peramerers and READ NOTES ON THIS ANO INCLUDED MATEK REFERANCE PAGE N1i74M rov. 111110WI5 BEFORE USEDesignvalldfaruseonlywithMlleMconnoctors. this design It tamed only upon pcoameters shown. and Is rot an Individual building comporont, notatrusssystem. Beloto uso. the building designer must verity, the app WAlly or design paanelors and piopwly Incogwiato Ihls design into The avail. btiding doslgn. Bracing Indicated Is to pteveni bucafrV of Ir h*Jual inns wob and/or chord members only. Additional temporary aid porrnarenl bracing WOWIsalwaysiegtLodforstalAllyandtoprevonfcollgxsewithpossUopetsoro161fWandggpeMdamage. for general guidance rogadtn0 Iholatxlcaflon, stotago. dolivery. erocllon a clbroel;V of tntssosand trusssystams. soeANSI/IPII Quality Cnterb, OSB-89and BCSI Bultding Component 6e04 Parke East Blvd. Saley, Informotlon avalxiNe from Irtas Plate i nsBbite. 218 N. too sheet, Salto 312, Alexandria. VA 22M, 14. Tempo. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 4_1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ldr For 4 x 2 orientotion, locate plates 0-1V from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T or I bracing if indicated. BEARING . Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS W.y A b M. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM W1 e. MiTek a MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for ttUSS system, e.g. diogonol or X-bracing. B always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. individual lateral braces themselves may require bracing. or alternative Tor I bracing Should be COnSidered. 3. Never exceed the design loading shown and never stock moteriols on inodequotedy braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor. property owner and au other interested parties. 5. Cut members to bear tightly ogOlnst each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in occord with ANSI/TPI 1. S. Unless otherwise noted, moisture content of lumber sholl not exceed M of time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is o non-stiucturol consideration and is the responsibility of truss fabricator. General practice Is to comber for deod load deflection. 11. Plate type, sae, orientoflon and location dimensions indicated ore minimum plating requirements. 12. lumber used sholl be of the species and sae. and in oil respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided of spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterio. r j RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form DNc Permit # # 1 8" 7 5 4 SANFORD occ'O RTH Project Location Address .lg O As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla 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-R7O Other June 2014 Category / Subcategory Manufacturer Product Descri tion 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 58_ Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 SCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I F8C Staff I SCIS Site Map I Unks I Sear. dbdapr c - product Approval USER: Public User t`..o Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL tl FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLIS036 R2 COI (bl Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1S036 R2 Eauiv (b) Eouivalencv of Standards.odf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL d Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 Ie. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.S for Design Pressure Ratings, any 15636.6' If. Classiccraft Fiberglass Door, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes' Impact Resistant: No, Design Pressure: N/A _ Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 (I (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (al Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLIS036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval IS036.2.odf Created by Independent Third Party: Yes 61 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 It (a) Inst 1S036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLLS036 R2 AE (a) Eval 1S036.3.odf Created by Independent Third Party: Yes 61 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLiS036 R2 If (a) Inst 1S036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 1S036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 1S036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLlS036 R2 AE (a) Eval 1S036.S,pX 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration. Installation Instructions FLIS036 R2 (I (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409: Created by Independent Third Party: Yes' Evaluation Reports Created by Independent Third Party: Yes 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 If (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FLlS036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.g& Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE fal Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 1S036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S036.10 J. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 H (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE fal Eval 1S036.10.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick bag_. Product Approval Accepts: ED®ROM-1E' CM Credit Card Sate https://www.floridabuilding.org/pr/pr app dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vnlrico. FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Cenificate ofAuthorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exteriorrior Door 118Industrial Or. Fiberglass Door Doors Assemblies Edgerton, ON 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Slaned & Sealed by Lyndon F. Schmidt, P.E. tott11t1 t Signed &Sealed by Lyndon F. Schmidt, P.E. 0, No 43409 9• STATE OF A' P, O R 1 N, f,F,/0N P EN Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRU"' DOORS Classic -Craft., FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements Including the "High velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the'HVHZ- this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product 4 required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2X stud framing construction, anchoring of these units shag be the some as that shown for 2X buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for'HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 b #33 under the active door do not meet the water infiltration requirements for the'HVHT. Inswing units shall be installed (in the HVHZI only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TAKE OF CONTENTS SHEET 1 DESCRIMON I Ty*d elevations. design pressures 8 general notes 2 Door panel detals 3 Horizontal cross sections 4 Vertical cross sections S Buck end frame anchoring - 2X buck masonry construction 6 kame anchoring - IX buck masonry constructbn 7 Bill of Materials b Components 37s MAX. OVERALL WIDTH O m m W = 0 O P d OVERALL : '; OESIG'_N PRESSURE- ' '_-. (PSG SWING* POSRIVE: NEGATIVE: DIMENSION . INSWING 37.5" X 98.0" 75.0 75.0 OUTSWING 37.5" a 96.5" 75.0 75.0 Z N Td;Jy^ z o Q uen a gim2 V N •: Z C Z Vp9m• O 0mdd cZ0 Sula Isme N T.S. I mrc. e.: JK cwc. m LFS FL-150J6.6 rr t or 7 EXTERIOR 46 INTERIOR HORIZONTAL CROSS SECTION 36.0'MAX. DOOR PANEL WIDTH 4.11' IAT T- to e ffT L t1.4r u F, fl— w IAT F AMEL r L NOTE: WOOD ODOR COMPONENTS: OAK (SG -- 0,671 13T EXTERIOR 49 0- j Z 0 0 zC, 90) 5 . 2 03 a. CL c z INTERIOR 2 VERTICAL CROSS SECTION m N.T.S. RI: JK Ff. LFS_ mo NO. FL— 15036, 6 xT 2 or 7 4 4 EMS. (IYP.) _j C A a 20 I'11 y j1 %% 9i o o8N •; uz 40 7 -°er21INTERIORV ,' 6 a to12 3 3 3 3 . o M w EXTERIOR 10 H w+ d 9 10 m g, E „ _& 3 HORIZONTAL CROSS SECTION 1-I/FAUN. 3 Shown wlixwbbuct I•IIPMw. `rlEMS. (IYP. 3 4 S FMs• ( P•I 4 4 4 C G a 0 6 0.1s- 0.1s CSINK CSINK r I (IYP. L I e• 20 N R e 8 7 ° s 40 7 INTERIOR INTERIOR Q c x 4 EXTERIOR EXTERIOR 10 K ° N _ Z e10DATE: = L4L27 40 9 B SME; N.T.S.. 9 C E o"o. or. JK m 2 E cW cr. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION mwm - Oulswirg show^ - iruwing 3 Ouhwing shown .inswing FL-15036.6 ub3ohoapprovedohOopao° s"[n 3 of 7 0 — — Y iGi EXTERIOR .... f"" INTERIOR I VERMAL CROSS SECTION aka p ow3d Ins ang EXTERIOR INTERIOR Q •+ Off' OP Imo'' •, yy VrO 7 o Z8N•; s R l2[ pp Zg 0aCp9CW dt a EXTERIOR '""`V""INTERIOR 2 VERTICAL CROSS SECDON 4 Nwwnw(lXsul}buCk 3 VER17CAL CROSS SECTION S VERTICAL CROSS SECTION q outswinp contiguratlon 4 Outswlnp toni uratfon see general notes sheet I see general 0 o es. sheet I forliVHZ'waterinfJI tion forilVHl waterinfiltration requkenents requirements Lc: N.T.S. er JK a LFS FL-15036.6 a 17 4 of 7 0 MASONRY OPENING 2X BUCK SUCK ANCHORING For OP <c 48 PSF STRIKEJAMS MASONRY OPENING FRAME 2X BUCK I to l TYP. HEAD — 3 JAMBS O 3 D MASONRY TYP. HEAD 3 OPENING S. JAMBS 3 2X BUCK 31 _. FRAME ANCHORING HINGEJAMS Masonry2X buck corutruclion los OP <- 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance tomortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required toensure the MAX. ON CENTER" dimension arenot exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.: MIN, CLEARANCE MIN. CLEARANCE TO MASONRY . TO ADJACENT TYPE SITE EMBEDMENT EDGE. . ' ANCHOR ITw . 1/4" 1.1/4" 2" 1" TAPCON ELCO . 1/4" 1.1/4" 1" 4" ULTRACON w(MJ x,R n ara nun.vn...u. 1. AUfnrah aff**nL n b/1!• edge o7rtance. 1• end c0ftme. a 1• C.C. roociq of wood sae-s 10 pm"ni rise sdNi go/ wood. SUCK ANCHORING For OP > AS PSF and DP r_ 75 PSF O n c GoJc ^ 11 1110 pV Noo. maa MASONRY TYP. HEAD c Z OPENING A JAMBS a N G NZo U U FRAME oN 0 vZ 2aU 2c 0 2X BLICK fA J o x m'm LATCH A DEADSOLT DETAIL FRAME ANCHORING Masonry 2X buck comtruction for DP > 48 PSF and OP <- 75PSF HINGE DETAIL wac N. T S. o.c. er JK oa. Or. LFS ownrw wa: FL-15036.6 srca or 7 Ir 2 b 0 MASONRY OPENING FRAN IX BU< STRIKE JAM$ FRAME ANCHORING AAasonry IXbuck comirmflon Far OP <= 48 PSFCONCRETEANCHORNOTES: 1. Concrete anchorlocations of The corners may be o*afedto molntolnshemh edge distance to nvrtor johtL2. Concrete anchorlocassorunoted as ImAX. ON CEMEIrmustbe od/usted to nwintoln the mh edge distance to mortar Joints. oddlflonol concrete anchors moy be mmted to emus she 'MAX. ON CENER' dMensbn are not exceeded. 3. C«oreto anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TOADJACENT TYPE EDGE" ANCHOR - Itw a 1/1• 1.1/• rTAPCON ITW aTACON 3/1{• 1.1/P S 1.1/r REW TA 110NfJ0 Awlntabr o ar6strnran S$ dsranca I - On dafance. 6 I•ac. saoc6p ofI. edge wood screws to prevent the wi fft of Mood. 1 HINGEJAMS MASONRY TYP. HEAL OPENING 3 JAMBS FRAME IX BUCK F TYP. SILL FRAME ANCHORING Masonry I X buck conshuction For OP > 48 PSFand OP <= TS PSF LATCH A DEADIOLTMAIL HINGE DETAIL u: N.T.S. er JK m L Sr. LFS 3 mm NO: a FL-15036.6 0 cT or 7 " Q Blll OF MATERIALS REM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 W000 C MAX. I /4" SHIM SPACE W000 0 1 /4' X 2.3/4' PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMINGTO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X I -3/P ffW CONCRETE SCREW STEEL G 3/16" X 3•I/4" PFH rtVv CONCRETE SCREW STEEL H 1 /4" x 3.1/d" PFH R1N CONCRETE SCREW STEEL I 1 /4" X 2-I /4"PFH ITW CONCRETE SCREW STEEL J I /4" X 3-3/4' PFH RVJ CONCRETE SCREW STEEL K q 10 X 7' PFH WOOD SCREW STEEL L q8 X 2• I /2" PFH W000 SCREW 1.1S" MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 TONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .097' THK. STEEL 10 q 10 X 3/4' PFH WOOD SCREW HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 W000 21 KWIKSEf OFAOBOIT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKEPLATE STEEL 28 OEADBOIT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / W000 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOORYIELD STRENGTH Fy (MIN.) 6,000 PSI THERMA•TRU FIBERGLASS d2 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE 110 456'— I =V *4'a J > a o Fes--- 2.36 --I 3gooo $ i E O C W 19 20 EAO A SIDE t`\ R' tK e° Jamb \ m a a v a i 2.20- --{ 1 D N NWTF----- 4.dr -I cl SI ! M AC RFS LD O lEW "n dvm7 QI $ L 1 r ry W W OSENGSADDLEBEHOLD0 mwl Qo 4.56' k' as 1 h a rJ I "'-i u° L-1 am 02124112 = scxc: N.T.S. ° a S9 HIGH WATERDAM THRESHOLD o.c. BY. JK a uwc rn LFSomwmNO.: r FL-15036.6 c sHon 7 a 7 O R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w! Sidellte Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ". this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by TEL 01460336-A,B,C ASTM 01929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM 02843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab..lnc. Wendell W. Haney, P.E. TEL 06-1031-4 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2 Drawing No. Prepard b Signed & Sealed No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) F.SCWidr/°`o Lyndon F. Schmidt, P.E. 3. Calculations Prepared by m .•• G E p/ S •. eon Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Z F ooLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. Z • No 43409 :• 4. Quality Assurance v Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is t, STATE OF o Lyndon F. Schmidt, P.E. manufacturing products within a quality assurance program that complies p =, : AU i ' t` '•'c ;: , FL PE No. 43409 10/ 16/2017 withISO/IEC 17020 and Guide 53. Sheet l of t p 0 • 0 i- `> THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE x INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Budding Code FBC) structural requirements including the 'High Velocity Hurricane Zone" (HVHZ). 8 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the "HVHT this product is requited to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. s 4. When used in areas outside of the HVHr requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 d. R301.2.1.2. E 5. For N stud framing construction, anchoring of these units stag be the some as that shown for 21c buck masonry construction. c 8 6. Site conditions that deviate from the defogs of this drawing require further engineering analysis by a3licensedengineerorregisteredarchitect. 7. Outswing configurations using coastal sill item R39 under active doors and all sills used under sidegtes meet water infiltration requirements for imr. 8. Inswing configurations and outswing configurations using sill items R31 3 R33 under the active door do not meet the water indtration requirements for the 11VHT. Inswing units shag be installed (in the "HVHZI only In no"abitable areas or at habitable locations protected by an overhang or canopy such that the angle 5 between the edge of canopy or overhang to sill 4 less than 45 degrees. TABLE OF CONIENTS SHEET B DESCRIPTION I Typical elevation design pressures 8 general notes 2 Door paneldetails 3 Sldelitepaneldefogs a Glazingdefog 4 Horizontal crass sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame onchoMg . 2X buckmasonry construction 8 Frame anchoring • I X duct masonry construction 9 Nof Materials 8 Components 09 53.13• MAX, ovpfAu WIDTH --{ i o S u+ 0 o h 8•: R4i man 14 Z SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSG WTTHOUTSURFACE _ BOLTS WIfNSURFACE_ . BOLTS POSITIVE NEGATIVE. POSITIVE NEGATIVE' INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 CC' N.T.S. 7 er: JK c W LFS am ro • FL-15036.7 rr L Of q 1Z a 5 7 I t e EXTERIOR re yjj 2 a 43 11*1 111 INTERIOR 46 R 9 g g a 1 HORIZONTAL CROSS SECTION ° _ 36.0' MAX. 2a POOR ' PANG MDM 2 N w W EXTERIOR INTERIOR W a 4.11" 4T: 1.,ralgla G e I? TOl RAIL o 0 Q N a WW O 41 tn 1.4P UX 10 1.1lf --I DOOR /ANSI Lpadsvoll NOMWOODOOORCOMPOMM,OAKISO>+0.67) 13 o, t '••: 45 1-0Z o are 02124112 i scm N.T.S. u INGESlllf IS M II 2 VERTICAL CROSS SECTION OM BY JK m 2 oac GY. LFS ; oR..ox oo_ a r FL-15036.7 0 igmfor- n 0 117 PAN 7, DA emnallm NOTE: WOOD 310M COMPaae+1S: PINE (TG -0.421 NOTE: 1. Spacing for item 018 b #29 (life frame screws) is as follows: From the bottom upon sides: 6.5% wtlh 7) more spaced of 9.88' o.c. there ore 12) screws both top and bottom 2.13' In from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION cc MIN. ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8' TEMPERED GLASS INTERIOR G I GLAZING DETAIL51nlulotedOlotsw/ Pvc Ite home MIN. ASS THK. 1/8' TEMPERED GLASS AIR SPACE 1/8' TEMPERED GLASS EXTERIOR O P Imo' ,•.,••.•• 19 uph J V O Sl g s a o={ 9mc R r"i mda e° Eu mil. INTERIOR 2 VERTICAL CROSS SECTION 3 U. N.T.S. I Ilr JK c W. LFS MM MD -- FL- 15036.7 a J; or _ o • i EMS. (TYP.) INTERIOR EXTERIOR II OAS, t CSINK PP.) 8 C 1 HORIZONTAL CROSS SECTION d also $hed 6 INTERIOR OTC: I. the side6teis direct set Into the jamb with (12) item AM (N8 X 2 PFH wood screw). There ore (4 at each vertical jamb from the lop down at 13.5", 31". 48.5" 3 6C. SEE NO EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration EXTERIOR 4 HORIZONTAL CROSS SECTION d hw*Vconfiguration 1.1 /P MIN INTER EXTEI S HORIZONTAL CROSS SECTION 4 Shown w/IXwb-buCk INTERIOR EXTERIOF 3 HORIZONTAL CROSS SECTION d OulsQ8 sr-buwtn8 Q j ••• j O O O 1%, u oZ iJE u rX moans fffccc oZ a 1 I vl 2 W W S FWD N 3IEMS. (TYP.) n a 110 N.T.S. 9 c. or. JK m c. W. LFS 3 MW to- FL- 15036.7 a 0 -L orb iG AM U3 Q19 "1,- INTERIOR 1 VERTICAL CROSS SECTION S 11'01 p& a+- hstV fa i VHZ' wu requkemenh 9 e 1ati- 0-0ollomm WIRZAA CCvv n y v o i< z m Y m164 M N T.S. er JK m LFS ; a FL-15036.7 c n 5 or 9 O 50 M SEE NOTE 1 INTERIOR 4EXTERIOR 1 VERTICAL CROSS SECTION 6 acft• in"." pw INTERIOR SEE NOTE I ( M 1 EXTERIOR 3 VERTICAL CROSS SECTION 6 Ouhwtry confgurotion EXTERIOR SEE NOTE I tM INTERIOR 5 VERTICALCROSS SECTION 6 Ouh`^4vconVuration SEE NOTE 1 INTERIOR WIA EXTERIOR 2 VERTICAL CROSS SECTION 6 Shownw/IXsubbuCk rTs•sT 0 N V21 m4 1 4 e u7 SSu ?dom rd d a v, t, C E Eo = 3a: NOTE: 1. Anchors oss y fhru head and sUl of C In from each Corner end. 4 VERTICAL CROSS SECnON 6 inswp conBgurofbn I or. JK a L rn. LFS ; awc NO, e FL-15036.7 a n _ orb Q I I I 'N a:' om b SEEDETAIL1 %.)' :G. 2"4, 9m to i rrrl flu``\ 14 MASONRY TYP. HEAD MASONRY TYP. HEAD ` v a $ { OPENING 3 JAMBS OPENING d JAMBS m • maa MULLION — M TYP. SHOWN FOR L FRAMEREFERENCE O 2X BUCK ONLY C NZ13C2J13 2X BUCK cLXRF ? xTYP. — = O coo a N SILL 1 '& LL W W O 5 O YY SEE DEVIL 2 mm a a SUCK ANCHORING STRIKE JAMB FRAMEANCHORING HINGEJAMB Ma 2X Nkcanstwtion 63 VAt I AL N N V CONCRETE ANCHOR NOTES: 28 P W o 5t I. Concrete anchor locations at the comers may be adjusted to maintain the min. M OUTSWING 64 e n edge distance to mortarjoints. 1 INSWING 63 0 0 2. Concrete anchor locofbns noted as MAX. ON CENTER' must be adjusted to DETAIL 1 DETAIL 1 ~ maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER• danenslon are not exceeded. Attachsurloce bolt Attach surfoce boll 9 3. Concrete anchor table: stoke plate to frame stoke plate toframe K i M OUTSWING 03 3hO`M (Owsw ) os u+o^'11("^UI 10 ^ " • INSWING 6S 66 64 10 ' c27 N 2 U i arc 02124112 1 LATCH ADEADROLTDETAIL 63 01scx[: N.T.S. iC ' F 63 l THINGE DETAILrs.mw dK a DETAIL 2 DETAIL1 : LFS ; L WOOD SCREW INSTALLATION NOTES: Attach Surface boll Attach surface bolt .o.: Cr 1. Maintain a minimum 5/tredge distance. 1 • end dstance. d 1 • o.c. spacing of stoke plate at the ttreshdd stokeplate at thethreshold -15036 7 czwoodscrewstopreventthesplittingofwood. (Ou 9) Panel 7 a g o d ANCHOR ANCHOR % ': 9EEN MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE. EM TO MASONRY ' : TO'ADJACEM EDGE.— ANCHOR'' 111N o 1/1• 2' TAPCONELCO1/d• ULTRACON ITw a an6• T•u4• a• T•T/rTAPCON MASON OPENIN FRAh SEE DETAIL 1 Jy TYP. HEAD S _ JAMBS M TYP. E LUCK N F TV. SILL I SEE DETAIL 2 STRIKE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations at thmm e comersmaybeadjusted to malntosn the min. I.laSonY 11( buck eonshuctkxr edge distance to mortar joints. 2. Concrete OnChar IOCotbn noted as' Al(. ON CENTER' must be adheted to maintain the men. edge distance to mortar joints. oddltlonat concrete anchors may be required to enure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE. EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw a 1/• 1.1/• 2' TAPCON IiWTAPCONe 3/ 16' 1.1/P 3' WOOD SCREW INSTALLATION NOTES: minem lance 1'enddistance. bI'o.c.spacing a( 1,MaintainaumSJB' edge distance. wood screws to prevent the split ft ofwood. 1 HINGE JAMS LATCH B DEADBOLT DETAIL DRAILI Attach P Aoceboll stokeplate to hums as shown ( Ouhwtng) 65 66 i DETAIL 2 Attach ARfoce ball strike plate at the threshold Out g) HINGE DETAIL 63 11 64 GRAIL 1 Attach suAace bolt stoke plate to frame asshown ( Inswing) 64 ic 63 ORAII 2 Attach surface boll strike plate of the threshold c 02124112 N.T. S. or. JK c sr. LFS Mac ra: FL— 15036. 7 Fr _ 8 _ or 9 Of MATERIALS REM OESCRIPDON MATERIAL REM DESCRIPTION MATERIAL A I %BUCK SG >= 0.55 WOOD 23 PLASTIC UP lRE FRAME SMC SMC B 2%BUCK SG >= 0.55 W000 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 2S SILICONE CAULK SI y U * i z—Z 0 I R o iH.. l R JI1 5 d o • mn S cd a 1Zs 51 mg W N GVwm7 E m0 a 5 Z 2.17inr G 1 - 2W -- T T LO LO ro 20 HEAD RSIDE —( ' 63" a a Jamb Id O WM IDEUIE SI !UM/FACEIHRES OLOIOW PROFILE c e 2 59" SOaa 4S6' Fes- I.bB" Fb? I FI I I 5,75 2.36" I I It. 02124112 iL a scxc N.T.S. 11 j n«. e. LFS ; EN NG SIDEUIE IASTIC U UIE ME %1 SELF ADJUSTING SADDL THREHOLD ORMW NO: a G 39 IIG W >E DAM RE HOLD 2S $ Cm OF LITEUIE PRAM 15 16 WC ,ra FL- 15036.7 u a 9 a 9 O BILe. L LIL st STEEL I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33S9S Phone 813.09.9197 Florida Board of Professional Engineers Cenificale ofAudrorimtion No. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43617 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96. ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) t>>t%l that ;C; j.,-, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by .o° f ` f/ py Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) q.° c '.•'G f•N f:• ; dotyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' vo 43409 4. Quality Assurance Ica— CertificateCofParticipationissuedbyNationalAccreditationandManagement * Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and 9 STATE OF :l1I y Lyndon F. Schmidt, P.E. Guide 53. •• f. ••: FL PE No. 43409 r . 10/16/2017 Sheet 1 of 1 L: ° e,, tstQt,;% `FS e° THERMANTRU" DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurkone Zone" (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the 1•iVHZ" this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'TLVHPrequiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2zstud framing construction. anchoring of these units shall be the some as that shown for 2xbuck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item R39 under active doors and all sillsused under sidelites meet water Infiltration requirements for "HVHP. 8. Inswing configurations and outswing configurations using sill items B31 d R33 under the active door do not meet the water infiltration requirements for the imr. Inswing units shag be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhand to sill is less than 45 degrees. TABLEOF COMM SHEET B DESCRIPTION 1 Typical elevafions. design pressures tLgeneral notes 2 Door panel details 3 Sidefte panel details 8 Glaang detai 4 Hodmtol cross seclions 5 Vertkd cross sections 6 Vertical cross sections 7 Suck and frame a chwI ng - 2X buck masonry construction 8 Frome anchoring - IX tuck masonry construction 9 Bill of Materials IL Components bss MAx* ovt:aAu wloTH i Z 3 O b P 0 IS SWING' OVERALL - FRAME DIMENSION DESIGN PRESSURE (PSF) - WITHOUT SURFACE - • SOUS WfrH SURFACE ' BOLTS POSRIVE NEGATIVE POStrIVE NEGATIVE INSWING 68.5" z 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" z 96.5" 47.0 47.0 60.0 12 F : JK c c w: LFS 3 FL-15036.8 " a EXTERIOR43 S: 4c f;; a 42 ; $ Q;.• O y fAA P i zun INTERIOR 46 R § c S m' 4 m (lLL Y 2 HORIZONTAL CROSS SECTION 3617 MAX. rl DOOR 51 PANELWIDTH SI I N W EXTERIOR INTERIOR W a O 2 1! IL u u N LE c c y N N v p NVNWWZa 41 eX — VI o0 k' 40 OOOR / NEL -T LClack O NOT. WOOD DOOR COMPORM: OAK (Sr, a. o.sn "' } :•-;. •. cr - i 45 N Z U CATE 02124112 z wur. N.T.S. dt1HINGELEISeorroMlun2VERTICALCROSSSECTIONTM. a JK m 2 2 ax or. LFS ? E aurwc ra.: a FL-15036.8 u sacr g ar 0 a 13.7 PANI 7. DA SO SID P NE NOTE WOOD SIDUA COMPONEWS: PWE ISG >- M421 NOTE: I. Spacing for Item A 18 3 429 (life frame screws) Is as follows: From the bottom up on sides: 6.5'. with 7( more spaced of 9.88' o.c. there ore (2( screws both lop and bottom 2.13' in from each comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION V P_I ff MIN. ISS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8' TEMPERED GLASS INTERIOR GLAZING DETAILGISWu=p0osy W/ pv itehome MIN. ASS THK. TEMPERED GLASS EXTERIOR AIR SPACF 1/8' rEMPEREC GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 Z L 02124112 i vC N.T.S. o c or. JK to c or. LFS ; MW NO.: ° M FL-15036.8 c o -,L or G SI 1.1 /1' MIN. 5 EMS. (TYP.1 SEE NOTE I INTERIOR EXTERIOR CSINK C ( tYP.) 1 HORIZONTAL CROSS SECTION q WOVtsOs n8pproveshoMmd •Imwing 2 HORIZONTAL CROSS SECTION 4,j Outswirg conr xotion ITERIOR XTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing conrquotlon TE 1 SEE NOT] 1.1 /P MIN INTERIOR EXTERIOR b HORIZONTAL CROSS SECTION 4 Shown w/I X sub•buck t set into the jamb with (12) Item MM (08 X 2' PFN wood screw), there are (4) at eachvertical jamb from the top down at 13.5, 31, 48.5' & 66'. XTER101 JTER101 a HORIZONTAL CROSS SECTION 4 insvrillp conAgmilon 0 n Vs$$ i *Z nLD V `it4 14 Ito,NI N V 5 HORIZONTAL CROSS SECTION 4 w4v con6p11ratlon c 02124112 3 WD N.T.S. R: A d LFS 3 MOM No- FL— 15036.8 c Xs OF 9 G 1 VERTICAL CROSS SECTION S Outs: gorn - inswing alsoapproved i O. \ EXTERIOR m .. 2 VERTICAL CROSSSECTION su.-nck 60 EXTERIOR INTERIOR c uL N.T.S. o a+: JK c c n. Lis ; M FL-15036.8 c ET 5 or 9 50 M izt- SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 36-."oMed - In"." INTERIOR EXTERIOR SEE NOTE 1(ORM 3, 000 3 VERTICAL CROSS SECTION 6 Ovtw&gconfgwanon EXTERIOR SEENOTE I ( M INTERIOR S VEIMCAL CROSS SECTION 6 Outswing config=fion SEE NOTE I INTERIOR WIA EXTERIOR 2 VER17CAL CROSS SECTION 6 Shownw/IxsubbuCk NOTE: 1. Anchors assy Ihru heod and sill of /" in from etch caner end. 4 VERTICAL CROSS SECTION 6 bw*ing conngurotion i u: N.T.S. or. JK a c er: LFS ; we No - a FL-150J6.8 c ar 6 or 9 SEE DETAIL 1 A. 7 irr: 41 IO O TYP. HEAD b MASONRY J TYP. HEAD MASONRY JAMBS OPENING a JAMBS a OPENING SEE NOTE 1 $ MULLION — FRAME M TYP. 2X BUCK SHOWN FOR hl — — tq aREFERENCE ONLY u 2X BUCK F TYP. — F SILL N SUCK ANCHORING STRIKE JAMS CONCRETE ANCHOR NOTES: I. Concrete anchor locationsat the corners may be adjusted to maintain the min. edge distance to mortarJoints. ' MAX. 2. Concrete anchor locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors ' MAX. may berequired to ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN:. MIN: CLEARANCE MIN. CLEARANCE TYPE ' ' SIZE EMBEDMENT TO MASONRY . TO ADJACENT EDGE ANCHOR ITW 1/4" 1-1/4" Y 4" TAPCONa ELCO 1/4" 1.1/4" 1" 4" ULTRACON 1TW o 3/16" 1.1/4" 3" 1.1/2' TAPCON WVVU L•KCVV IMIALLAIIVR 14V10: I. Maintain a minimum 5/8" edge distance, 1"end distance, a l' o.c. spacing of wood screws to prevent the splitting of wood. LATCHA DEAOSOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Mosom 2X buck coruhuction L JOUTSWING 63 INSWING DETAIL 1 Attach surface bolt strikeplate to home as shown (Outswing) OUTSWING 65 66 INSWING 10 63 DETAIL 2 Attachsurface bolt strike plate of the threshold Ouhwing) HINGE JAMS 63 64 DETAIL I Attach surface bolt strike plate tohome as shown (Inswing) 64 63 OETAfI J Attach surface boll strikeplate of thethreshold MUV*V) HINGEDETAIL I P z q I Nt Z O O 0 z zo ppNh m4r15g60vtpbftl E. 02124112 i M N.T.S. c n• JK a r: LFS 3 Iww° NO, ° FL-15036.8 c rl 7 or_ a r 28 : 4,0 3• ILm OUTSINING INSWING + m SEE DETAIL IPv J M Ol)TSWING / sls tss )`X R o za 0 TYP. HEAD 3 INSWING r, E z Z u JAMBS _ 27 \ N 9 e o a MASONRY \ , ad + m a OPENING LATCH B DEADBOLT DETAIL z y 2 TYP. c`3 9 ,rc x FRAME M t t o 12 f10 fA O) I sucK rR & `% a a 63 F TYP N I 67 as Slu _ll V • _ N N VV I III---LU 63 64 W W IKSEE DETAIL 2r • DETAIL I DETAIL I o o STRIKE JAMS ' FRAME ANCHORING HINGE JAMB Attachsurface bolt Attach solace boll CONCRETE ANCHOR NOTES: Mosorry IX buckconstruction s*eplate to frame sUmplate toframe LWOSShawn (Ouhw4sp) as shown (w"in9) 1. Concrete anchor locations at the comers may be ad]usted to mahtdn then9m. edge distance to modar/ohts. j 2 Concrete anchor locations noted as I.K. ON CEI4TER'rnusl be WA.Ied to maintain the mfm edge distance to morfarffotnk addil wal concrete anchors 64 maybe required toensurethe `MAK. ONCENTER' dhtenOw are notexceeded. 3. Concrete anchor toWe: ' e Z u z arc 02 24 12 ° 63 sou N.T.S. ° 63 Door. e JK m E DETAIL 2 DETAII 2 ax w. LFS 3 Attach surface bolt Attach surface bolt Onrr.c ro.: a G stoke plate atthe threshold sfr ke plate at the threshold FL-15036.8 " 1. Wredge saockv (Outswty) PnswbV) °nOwoodscrewst0ventthestfofwood. seas 8 or 9 p ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION A 1X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1/4-SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1 /4- X 2-3/4- PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 1 DEADBOLT PLATE STEEL F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 1 N8.10 X I-1/T PLASCREW STEEL I 1 /4" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. I WOOD J 1/4" X 3.3/4' PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K N 10 X r PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1 /T PFH WOOD SCREW 1.1S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M N8 X T PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2.3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6,000 PSI FIBERGLASS7SHORTREACHCOMPRESSIONWEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 1 TOP RAIL COMP. 9 4" X 4" HINGE .097" THK STEEL 43 LATCH STILE WOOD 10 If 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD I I I 31T X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. Y10 X 1-3/4'PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE 1' L. X.040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIOELTTE PANEL DETAILS SHEET FOR DETAILS INSWING SIDEUTE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. NOUTSWING SIDEUTE SPACER PVC 52 SIDELITE STILE WOOD KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /T SURFACE BOLT SPACER STEEL 18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT 0454 8.0"L. X.25" THK. STEEL STEEL HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL SIOE JAMB IPINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 1 KWIKSET OEADBOLT - SIGNATURE SERIFS 780 STEEL 64 R 10 X 2-1 /T PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3/16 X 2.1/4" PFH ITW CONCRETE SCREW STEEL 4.W —) 1 66 3/16- X 2J/4- PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW T oF-- 2.36 --1 IC HYEEA1b011 SIDE 4,W 239' 2 36' I.6B T o L 1 O.S3' —i I-- S9 HIGHWA R DAM THRfS OlD 2S PLASTIC UPU1E FRAMESMC 1 2.Ir--I r 1 WING SIDEUTE16Spacer 2.14- 1. L % 0 r:;===jl I IS INSWING 10EUTEPacer s 16 I C UI LITE FRAM PVC i •'••., ow 11un 111 8 o m 4 c= v££° 3e: STEEL i 2.20' --1 AST 0t_.ZlUMP FACETHRESHOLD LOW PRONLE 5.75 I = - N '- Z wrc 0212411 LWALC. N.T.S. cm. Or JK 7- cmL or. LFS id4Mrc ID.: GI u SEIf ADJUSTING SAOOIf 1HREHOlO FL-15036.8 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33593 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate ofAuthorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) QetiZ119;`CL:"UpaOa Lyndon F. Schmidt, P.E. 4. Quality Assurance `+ - Svl 1,;•!!e B Certificate of Participation issued by National Accreditation and ; • C : •., 'ie Management Institute, certifying that Therma Tru Corporation is y ,; ;• manufacturing products within a quality assurance program that complies; ; • I'':t + ;9 with ISOBEC 17020 and Guide 53. s 9 ;• •: c city -tit Lyndon F. Schmidt, P.E. FL PENo. 43409 10/ 16/ 017 Sheet 1 of 1 n;; • . '...•• .w-%y OC,`i % 3AU 6 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by F 7 1HERMAN'TRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florido Building Code FBC( structural requirements including the "High velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used In the If,/HZ- this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used inareas outside of the IMr requiring wind bome debris protection this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2 8 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for be buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. 7. Outswing configurations using coastal Of Item R39 under active doors meet water Infiltration requirements for'HVHT. 8. Inswing configurations and outswing configurations using sill Items #31 3 R33 under the active door do not meet the water Ingfiction requirements for the "HVHP. Inswing units shall be installed (inthe'HVHZI only In nonfiabilable areas or at habitable locations protected by an overhang or canopy such that the angle between the edce of conoov or overhana to sill is less than 45 degrees. TABLEOF CONTENR SHEET 1 DESCRIPTION 1 Typical elevations, design pressures a general notes 2 poor panel details 3 Horizontal cross sections 4 VerticalCross sections 5 Buck onchoring 6 Frame onchorkrg . 2X buck mosorvy construction 7 Frame anchoring - IX buckmosorry construction 8 Astragol detoes 9 1801 ofMaterials & Components Rio MYr IJ I IJ LJ SWING' OVERALL FRAME DIMENSION- . DESIGN PRESSURE (PSf)•= WRHOUTSURFACE .. BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE - NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 1 +60.0 M N.T.S. s w: JK r. a LFS w+c Mo: FL-15036.9 fl _L Or 9 EXTERIOR z43Oa„ asi Y• ` Lpn ZO INTERIOR 46 ^ o a 4 1 HORIIOMAL CROSS SECTION O t yl 36.0• MAX. 2 o a 3d e DOOR St PANELWIDTH aQ EXTERIOR INTERIOR a 1.r6• r--.3o• i . 0 0 to m Y 3 Ooo N v o mh ao0 W 3 0 O ANSI = '^ Clack gait NOTE: WOOD DOOR COMVOHENtS: OAK 13G >• 0671 13 110a: • 1; ^ ft 4S aa. Tc02124112INGE lE C RAI $ME- N.T.S. w s 2 VERTICAL CROSS SECTION owc a. JK m 2 arc tm LFS ; OFAWK NO.: FL- 15036.9 c s gm-La o ad 1 2 1-1/CHIN. A:'' 4 4 EMS. PTrP. I Or og C A 20 IIIII*III 8sox* sox* 21 40 7 3$$ 9 o 0 3 INTERIOR s d 3 2 3 gga34 3 SI s 3 ct 1Z EXTERIOR oiWnst910 In 61 E W m4HORIZONTALCROSSSECTION 1-1/CHIN. 3 Sh..w/IX D-b.Ct 1•uCHw. jl o EMB. PP.) EMS. (IYP.I o G C 4 4 4 C p L CSINK n'P.I CSWK --{ m'P I I t 20 20 n v J a • 8 6 N N b 7 40 1 7 40 7 a INTERIOR INTERIORLin00 U Lu a o_ e K 10 EXTERIOR 13 EXTERIOR 10 K z u° N ' an:02124112 8 10 9 40 L 40 109 B suxc: N.T.S. 9127 E E owl. W. JK m' C"K. er. VS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 0V•WW NO.: c 3 abo Porn dI. 3 aIso pcproh - Irxwing 3 a Vshown • rttw+np FL-15036.9 a s"m _L OF O 1 49 4 AL N.T.S. o. or JK C. or LFS wow W. FL-15036.9 ur L of -2— T Fj G, G!amay, z p u E ZuTYP. HEAD 3 aJAMBSR4gnnMASONRY OPENING o i ed 3d v ASTRAGAL zO c SHOWN FOR r yr vREFERENCE ONLY2XBUCK w U S3 o o a n m um UmJ LL 4 n r O OfpV . ppVWW O CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers maybe adjusted tomaintain themin. BUCKANCHORING a aedgedistancetomortarJoints. 2. Concrete anchorlocations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge datance to mortorjoints, additional concrete anchors e may be required to ensure the MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, a 2 U N are 02124112 = sure N.T.S. ° W_ or.JK m' OW. en LF•S 3 fl4- WM M O 1. etlps sMca or O woodsuerstopreventthesoorrtr0ofr.00d. MIN. CLEARANCE MIN. CLEARANCE TYPE' SITE EMBEDMENT TO MASONRY EDGE i0 ADJACEM ANCHOR ITW a 2" 4' TAPCON ELCO 1" 4" UITRACONWOOD SCREW R6TALUIIONNOlE3: v R st 7s I I I o SEE DETAIL MASONRY - TYP, HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY G 2X SEE DETAIL NP- r ( SILL FRAME ANCHORING Ma 2X buck constriction or OP <= 48 PSF L r ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance tomortarjoints. 2Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjohUs. additional concrete anchors MAX. may be required to ensure the ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR' ANCHOR MIN: MIN. CLEARANCE MIN. CLEARANCE TYPE SIIE EMBEDMENT TO MASONRY TO ADJACENT ANCHOREDGE ITw a 1/P 1.1µ• r 41 TAPCON ITW 3/16" 1.T/• 3• 1-1/rTAPCONe I ", JVlJ J1..RCn'aVJ1ALV\IIVIaryVICJ. 1. Maintain a minimum 5/; edge distance, 1"end distance. d I' O.C. spochsg of wood screwstoprevent the splittingof wood. 7s to. Pig DETAIL MASONRY TYP. HEAD ' OPENING _ 3 JAMBS Y vi m n a ASTRAGAL u SHOWN FOR REFERENCEFRAME _ ONLY _ 0 L4 O Y m 2X BUCK SEE DET I SILPL• rr _ W u V& N O B FRAME ANCHORING HINGE JAMB Masonry 2X buck constructionforDP > 48 PSF and DP a 6MF 2 L AA 9 K Rr w 10 z W o eh 63 6Al o 0 e DETAIL 1 DETAIL 1 28 Attach hoaaVwdace bolt Attach oshaggaaUwAace bolt es to frame strike plotes to home HINGE DETAIL = = e as shown (Oulswinel as shown (wwlrp) 63 65 66 arc 02124112 i 27 scac. N.T.S. ' 63 a1a m. JK a DETAIL 2 DETAIL 2 Oa r. LFS n Attachsurface bolt Attach surface bolt Wru+c Ila strike plate of the threshold strike plate at the threshold LATCH iDEADBOLT DETAIL FL-15036.9 COuNwbv) (InswG+(1) slat, ZL or -L IZ 3 Ea 09 Ts SEEDEFAIL J MASONRY - TYP HEAD OPENING 8 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY _ 00 IX BUCK F SEE DETAIL TYP• - Z. SILL 1 1 I I 1 1 1 FRAME ANCHORING 0-01 IX buckcorstnlction T« OP <- 48 PSF Lk rP SEE DETAIL MASONRY TYP• HEAD OPENING b JAMBS ASTRAGAL SHOWN FOR - FRAME REFERENCE ONLY _ 00 O IX BUCK F SEE DETAIL NP• 77, SILL - 1 I 1 1 1 1 1 ASTRAGAI MIKE JAM! FRAME ANCHORING Mosoruy IX buckaonsfimlksn CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations of thecomers maybe adMted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations notedat MAX. ON CENTER' must beadlYsfed to maintain the min. edge distance to mortarJoints, additional concrete anchor$ may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITIN • 1/4" 1.1/1" Y d" TAPCON ITW 3/16^ 3" TAPCON• WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/6" edge distance, rend distance. a I- o.c. spacing or wood saews to prevent the splitting of wood. f« OP > 48 PSF and Cs OP ce 6MF y 67 4 63 63 L 64 DETAIL 1 OETAR I Attach astroaoI/surface ball Attachastrogollpirface boll strike pbies to frame strike plate to frame as shown (Outswing) asshown Prw* 1p) 63 65 66 64 63 DETAIL 2 OETAII 2 Attach ado a (Jolt Attachsurface bolt strike plate of thethreshold strike plateatthe threshold Ovbwing) (4W*Q) R , re N Z R 3 a ={ IE Wd7arl 3 • m v i9 3 Z<V 8I HINGE JAMS LATCH 4 OEADROLT DETAIL ue N.T.S. k" Or: JK C. r LFS now .1w FL-15036.9 n -L or N j c Qt•p a 9008. E i&emu 95.?S 5 oam 18.88' 18.38' 20.63' 18.5 11.38' I I4 a m IO IO i r< 13 TVP. 13 TYP. TrP. 13 t, 3 W N NN rQoQ a Q s 3.25 3 2S O.75- N o LA SEE NOTE I n33 4— 0.06' Q Q a4Q 4I-- 0.13• e o_ o T GAL I O 0 z u NOTE: aTE:02124112 j e'-e N.T.S. I. THE ASTRAGAL BOLT HAS A 3-THROW AT THE TOP AND THE BOTTOM. Mr. Cr. JK m 2 CM. or. LFS ; auraoto.: a. FL-150-- c BILL Of MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55 W000 2X BUCK SG >= 0.55 W000rDMAX. I /d" SHIM SPACE WOOD I/4" X 2.3/4"PfH ELCO OR RW CONCRETE SCREW STEEL MASONRY • 3,000 P51 MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/d" X 1-3/4' ffVV CONCRETE SCREW STEEL X 3.1/4" PFH RWCONCRETE SCREW STEEL I /4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL 1 /4" X 2-I /4" PFH RVVCONCRETE SCREW STEELr3/ 16" 1 /4" X 3-3/4"PFH ITW/ CONCRETE SCREW STEEL q10 X 2" PFH W000 SCREW STEEL N8 X 2-I/2" PFH WOOD SCREW1.15 MIN. EMBEDMENT STEEL HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP n Y.•. ... • "``` J 7 O Oi i o o d n 11 8•: z.24” — - = i 0 ro 20 HEAD a s1 R Jamb m 4 Z 4 L Ad wZ I- 4.43'-I wZ g J1 SUMP FACETHRESHOLDLOW o$ F m mo S.7S L ...] 1 . r N z SELFADJ NG A00 IRE LD ' 9 9 m N D oo Lu E' d S6" sX uSz N - I W 4 N _ O O Z uiL022s12i sue: N.T.S. HIGH WATER DA 1RFSHOLD orc. n: ,1K a 49 cm a• LF'S ; WAVW w: a a FL-15036.9 0 9W 9 a 9 0 0 FOAM STEEL 10 R 10 X 3/4" PFH WOOD SCREW R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAuthorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM 01929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) °oeia%sasBs Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o*0°L St'} ji1''/ 99Co Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ` '.•';C G 1`f u•,• r yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' es No 43409 r4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeri Institute, certifying that Therma Tru Corporation is manufacturing products = -t3 S-i i h Or ; t v Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and O . K!q FL PE No. 43409 Guide 53. . .ra'•• S'. '•`e 1 10/16/2017 Sheet t oft THERMANTRU' 000as Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and 8in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High velocity Hurricane Zone" (HVHZ(. 2. Product anchorsshall beas fated and spaced asshownon details. Anchor embedment to base material shot be beyond wall dressing or stucco. 3. When used in the •Tiwr this product Is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the 11VHr requiring wind borne debris protection this product is required to be protected with on Impact resistant covering that compiles with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2ocstud framing construction, anchoring of these units shoo be the some as that shown for 2 c buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item H39 under active doors and of sills used under sidelites meet water infiltration requirements for11VHT. 8. Inswing configurations and outswing configurations using sM Items #31 d #33 under the active door do not meet the water infiltration requirements for the 11VHZ". Inswing units shot be installed fin the 14VHZ'( only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TAMEOF CONTENTS SHEErf DESCRIPTION I Typical elevations. design pressures S general notes 2 Door panel details 3 Sidefite panel details ti Glaring dotal 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoMg . 2X tuck masonryconstuction 8 Frame anchoring - I Xtuckmasonry construction9 Astragal details 10 U of Materials 3 Components TOSS MAX. OVERALL FRAME WIDTH --{ L7 0 0 5: x = e 00 m PP o SWING .• OVERALL ' FRAME -"• DIMENSION.. DESIGN PRESSURE (PSF). WITHOUT SURFACE " BOLTS WITH SURFACE- - - BOLTS' • - POSITIVE - NEGATIVE ' POSITIVE : NEGATIVE INSWING 105.5" z 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" sc 96.5' 47.0 47.0 60.0 60.0 Z. rn: JK cars sr: LF•5 FL- 15036. W m I or 10 41 EXTERIOR 46 t`'• C' c=1 y( * n i \Y• QJ` , 0i 1 o INTERIOR 46 R$ m `W md HORIZONTAL CROSS SECTION m li CZg 36.a• MAX. 2 3n DOOR PANEL w1DTH 2 2 o EXTERIOR INTERIOR CW N 0 aM=m r 0 2 Tov Rau a uTc mLE b SWN P W W O 41 e o oQ R ANEL Clack wH T13 1 NOTE W000 ODOR COM ONFN4: OAK ($O),- 0.67) y 0% off a iT OATC 02 24 12 1 W HINGE mlE lOTIbM RAII 2 VERTICAL CROSS SECTION SMC- N.T.S ? M. elf JK 3 2 cw_ er LFS i ORFWMO ND: a FL- 15036.10 c arrD-L a 10 O a 13.7 PANT 7. D.L SO SIDEIIfEP NE NOTE: WOODSI0a11ECOMPONENT$: FINE (SG -0.421 NOTE: 1. Spacing for item 418 S 029 (lile frame screws) Is as follows: From the bottom up on sides: 6.5'. with 7) more spaced of 9.88' o.c. there are (2) screws both top and bottom 2.17In from each comer. EXTERIOR INTERIOR IORIIONTAL CROSS SECTION S. ygr Tfill It U N •; n g E $=v 9 Q6 mdn in o sGLAss 26 23 aIn 0 gMIN. THK. 26 25 1 /TMIN. GLASS THK. t rn WO 4SS EXTERIOR T4 i N 1/8' m U2S7 TTEMPERED TEMPERED GLASS GLASS I aEXTERIORINTERIOR innAIRSPACEAIRSPACE 1/8" 1/T TEMPEG INTERIORASSR 24 GLATEMSS Gl GLAZING WAILSf611. d pass W/ prc Ee hero 2 VERMAL CROSS SECTION 3 AL N.T.S. ti. fir: JK K. or. VS wnm No.: FL-15036. 10 ccr _1_ OF J9 6 6 INTERIOR 4 EXTERIOR ZO a 0.15' CSINK B 1-1/PMIN. T HORIZONTAL CROSSSECTION vv L& 21 W7 4 B. (TYP.) 4 Oufswing shown -inswing afro approved S d 6 6 6 NOTE: 1. The sidelife Is direct set into the jamb with (121 item JIM (M8 x 2' PFH wood screw). There are (4) of each vertical Iamb from the top down at 13.5". 31'. 48.5" S 66". 4 HORIZONTAL CROSS SECTION 4 Outswing shown • Inswing also approved 0 1 INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION d Outswingconfiguration OTE 1 INTERIOR n 4 EXTERIOR 1.11 r LOW S HORIZONTAL CROSS SECTION 4 Shownw/lx."uck EXTER101 INTERIOF A` • P 3 a `0 o• l4 4 HORIZONTAL CROSS SECTION d U6w41p configuration 4:02 2412 i X1, N.T.S. w We: A m x h: LF5 3 FL- 15036. f 00 asr 4 or S 0 U3 19 L_ _ INTERIOR 1 VERTICAL CROSS SECnON g Pu n • 4uwirg F 9 2 G 6 e o O Z p m ED VINIUM I_.., n N I 1N^ Z$,0 omdm 2E B m M1LL4 c aZ IQ: vi c or JK m a. fr. LFS ; A"40 NO.: a FL- 15036.10 c n L or 10 G St 11 M b 50 r iRlSEENOTEI INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION INTERIOR SEE NOTE Ir; M J EXTERIOR r3-'*N VERTICALCROSS SECTION 6 Ovhw^^g confg=W EXTERIOR SEE NOTE I C INTERIOR 5 VERTICAL CROSS SECTION ti Outswing configuration v SEE NOTE I INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 6 Sh.wnW/Ixsutabuct i% o R Un•: O Z $ V OWn`a 94 NOTE: 1. Anchors ossy thru head and sa of Ain from each corner end. 4 VERTICAL CROSS SECTION 6 kw**V configuration RS8 Ate: N.T.S. I& er. A a. or. LFS A"g r0: FL-15036.10 rear -L or 10 11 z t! 5$ 3 U I I TYP. HEAD MASONRY IL JAMBS OPENING P3 ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY SUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorioints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance tomortorjWnfs, additionalconcrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. J. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw 1/4" 1.1/4" r 4" TAPCON• ELCO 1/4" 1.1/4" 1" 1" ULTRACON 1 ITW • 3/16" 1.1/4" 3" TAPCON WVUU J(.Kt T INJ IAUAIIUN NUIM' 1. Maintain a minimum 5ff edge distance. 1"end distance, 6 1"o.c. spacing of rood screws to prevent the spEttkig of wood. MASONRY OPENING FRAME f 2X BUCK ASTRAGAL STRIKE JAMS Attach ostrogd/surtoce bolt strike plates to dame cis shown (Ouhwin0) 63 65 66 DETAIL 2 Attach surface boll shlceplate at the threshold Outswing) I I I FTYPHEAD SEE DETAIL II I JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N F TYP. Sill I SEE DETAIL I I I I 1 1 1 I 1 1 FRAME ANCHORING Masonry 2X buck construction Attach a Vsurf-0 ball pl r t0 home as shown (Inswing) M?i V DETAIL 2 Attach surface boll strike plate at the threshold wwi+gl 28 l 27 LATCH i OEAOSOLTDETAIL V o N= C 0z VAA z i W N oNs HINGE JAMS R t 0m HINGE DETAIL A": N T.S. ro Orr. JK Ic rn LFS AVM .0. FL-15036.10 r 7 or 3 to o j T • „P gE 9aBogWMASONRmaQOPENING`^ d 28 ;_ 4 A Y mS FRAMEx I 0 m A h 27 o$ x L LATCH R DEADSOLTDETAII g W E IX &I a 12 o j O NpN W W Z HINGEJAMS m h ASTRAGAL STRIKE JAMS FRAME ANCHORING o 0 CONCRETE ANCHOR NOTES: Masonry 1X buck Constriction HINGE DETAIL lea La 1. Concrete anchor locations as the comers may be adJusted tomotrrtoin the min. edge distance to mortarphts. a Y 2 CarlCMIS anchor locations noted as 7AokX. ON CENTER• must be cc*-ted to 63 G 67 ^ ^ molntaln the min. edge distance to mortor/olnts. additional concrete anchors 65 66 2 ` a = maybe reduked toensue the 'MAX. ONCENTER' dimension ore notexceeded. 64 63 — o 3. Concrete anchor table: — z N _ Z u she 02124112 °: 63 sarn N T.S. TOE G 64 2 crow IT. X TAIL2 DETAIL2 OETAII 1 DETAIL 1 CM W. LFS 3 Attach surface bolt AttachsLdoce boll AttoCh as a USuAace bolt Attachas surface bolt aur.rc No , strike plate at the threshold stoke pate of the threshold strRle places to (rome t i FL-150J6.10 a1. edge (ng) (OVIfMdng) ossfawn (InsvMg) nEwoodscrewstopreventthesplittingofMood. sum _L OF 10 O ANCHOR ANCHOR MIN. CLEARANCE MIN. CLEARANCE MASONRY SEE OETAII 1. TYPE SIZE":. EMBEDMENT TOMASONRY. Tn AOJACEM EDGE ANCHOR'- i"" a 1/4• 1.1/4• r r TA CON 3/ 16• 1.1/r S• 1.1/r TAPCONeW000 SCREW ItJ$fAU.Al10NNOTES; Maintain a mlydrrtum S/iT distance. I'and distance, b 1• o.c. spodrhg of a 0 r SEE NOTE 1$ a1 4-- 0.06' 3 d 4 0 I I-wx 1 SiRAGAL oELeu NOTE: 1. THE ASTRAGAL BOLT HAS A T THROW AT THE TOP AND THE BOTTOM. am 02124112 SCAU. N.T.S. tmo. or JK aa. p: LFS Ft- 15036.10 W 9 OF 10 Ng... o CA J i %• JJ7j` i P ••1 i ••••••.. ..... • J\\\ i a 11 Ig11 \ qqri_ lll 4o=V R $ "it m ,Z m dn(° i1d um 1 I g ?a o per_. N N o 2.20' e vi L I oQ TI o 2.36 IbT 19 20 N A SIDE 16 30 G IOI'M 31 RUMI ACE R NOLD lOW RO lE o = = c259" 2.IS - 2.36" 1.68' --i I F69' 2.1CI.d6' --I I 5.75 L — aic 02124112 : T SCAM N.T.S. S P L jN OPAWM NO-' L 1 O.ST — I I-- r J —i I -- S3' J oa . VS N SIOE OF FRAME FL-15036.10 39 IGH W /E 0 RESHOID 23 SMC C U M F E IS M 26 IN"c SELFAO! ADDLE RE ID saa 1 ar I O BILL OF MATERIALS4*1 REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 21 KWIKSET OEADBOLT •SIGNATURE SERIES (780 STEEL 8 2x BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. I /4' SHIM SPACE WOOD 23 PLASTIC UP llfE FRAME SMC PVC 0 1/1" x 2S/a" PFH ElCO CONCRETE SCREW STEEL 21 UI" INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE SILICONE CAULK SI 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats H Facts I Publications I FBC Staff db r Product Approval USER: Public User J( QI'fJJl,y.: Product Aooroval Menu > Product or Aoollcation Search > Aoollcation list > Application Cetail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 6S0 West Market Street Gratz, ,PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D ti5 r, Date Submitted 08/11/2017 iDate Validated 08/13/2017 Date Pendin FBC Approval 08/15/2017 9PPhttps:// www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d veer 2008 1 / 3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 I[ 08-OOSOOE.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10807D.odf t b e n Ir a 15332.2' SERIES 420 ALUMINUM _SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NOW, REINFORCED, Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 It OS-00498E.odf Approved for use outside HVHZ: Yes, Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE' FLIS332 R4 AE 510805D.odf RATINGS Created by Independent Third Party: Yes 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 It 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12968C.odf 15332.4; SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"1' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 If 08-02249C.odf, Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No, Created by Independent Third Party: Yes Design Pressure: N/A' Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512969C.odf RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 II 08-022SOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 512970C.odf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"06" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10806D.Odf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGO OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 it 08-00SO1E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S1O808D.ndf 15332.8, SERIES 430/440 ALUMINUM SGD; SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON-' REINFORCED Limits of Use Installation Instructions https:/Aaww. 1 /5/2018 Yes, DOCUMENT FOR DESIGN PRESSURE? o L'OmaS 62514 GThird Party: Yes 1S332.9' 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 HVH2: No FLIS332 R4 II 08-OOS03E.odf Approved for use outside HVHZ: Yes, Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510810D.odf RATINGS; Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 4S5.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 llcent under Chapter 4SS, F.S., please dick bag_. Product Approval Accepts: 99® Credit Card Safe https:ltfloridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy°lo2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUARFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18G . 33KS1 OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP. PAX. TABLE OF CONTENTS SHEET NO. DSCRIP71ON 1 I NOTES 2 — 3 1 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS I MV I I o,1c 1 AsPW4D 1 A I ADDED CHARMS 03/05/12 1 RL B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATXINS 12/08/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E RPOSED INSTALLATION -DETAILS 06/20/17 RL SIGNED: 062012017 MI WINDOWSLLC WS650R TMARKETSTREET GRATZ• PA 17030 S VGEN, q-d+ o *' SERIES420SGD96' X 80' NON —REINFORCED NOTES Ai Of • o: Narw: tout no. 1"'PF•'PlOR101;• FAA08-90 0498E z iSs+0NA1F 6` tx1 NTS02/23/09 1 OF 10 Luis R. Lomas P.E. FL No.: 62514 L IIOWRTO LO"4$ P.E. I' M WOODFORD RDLEWISVXLE AC V= 47rdf F0609 'aamsQtlwnnp tom 6" MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REOUIRED tY rD.C. MAX I 6" MAX 17" MAX O.C. 0" T 0 x IAX AME 6" MAX ICHT SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING MPACT RATING t40.OPSF NONE SEE,CHARTS 07 AND 42 FOR OTHER UIVIfS RATINGS NOTES 1. MAAWUAr PANEL SIZE., 48 Vrx79• 2 MAXIMUM D.LO.: 44 &r x 74 S09• 6- MAX A I(1) FLAT MOUNTED HANDLE SET (PART 099-04-145) LOCATED 38 314• CN CENTER FROM PAW EL BOTTOM B. I(1) NFTALIIC TAHDtiAt ROLLERS (PARTOW17-195) AT EACH END OFPANEL BOTTOMRALLS oa aPlaa ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED LVSTALLAn ON DETAILS REVISED INSTALLATION DETAILS CHART/I WHERE WATERINFRTRATR]VRESISTANCEISREOUIRED. SEENOTE 9SHEET. I Design pressure chart (p99 Rase SYpb PWW aM T0tW kwo WId01(U) Db 30.0 6A 420 Ia0 i0.0 7200 8400 96.00 Pos Nap Poa NOR Pos Hop Pos Hop80.0 40.0 55.1 1 40.0 1 482 1 40.0 1 434 1 40.0 40.0 CHART 02 WHERE WATER IMPL7RATX)NI RESISTANCE IS NOT REOVIREO. SEE NOTE 9SHEEr I Design pressure Chart (pO Rim Sitgb FWW aM TOW RQfW WAlth (Yt) Hoglu A) 3Q0 3B.0 42.0 4d0 600D 72oo DO 9&00 Pos Hop Pos I Nap Pos Hop Pos Hop 800 S51 55.1 482 4A2 43.4 43.4 40.0 40 0 Number ofonahorloeaUonsrequired Rama Sftlo POW aM_TOLo1 Frartn Wdih h) Hjw- 0 410 a-0 0 96.0 Jamb N6S Jamb N6S Jomb51615B5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED ELEVATION F.A. 1 08-00498 sue... NTS o`er 02/23/09 s"I112 OF 10 L R48ERVO LAMAS P.E. 14M IMOOORM RD LEWZSVRLF, NC 27= 4260 N4$0 MWA0 rnm.W.sam wtt APVROAD 03/05/12 R.L 10/29/13 R.L. 12/06/13 ILL. 07/30/15 R.L. 06/20/17 1 ILL. SIGNED: 0610/2017 lk to GENB•'J+ e 6 •x_ TATE OF 1ONA 1E`1\v Luts R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIRED 17' MAX r 6' MAX O.G. 0 x 6' MAX 1 6' MA: 17' MAX O.C. 80' MAX FRAME HEIGHT 6' MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERAT/NG /MPACTRATIMG SEE CHART #4 FOR NUMBER OF 340.0PSF NONE LOCATIONS REOUIRED SEE CHARTS OfAND02SHEET2 FOR OTHER UNITS R4TWG4 NOTES: I. MAXIMUMPANEL SQE48f r a79' 2 A/AXIMUM D.LO.: 41 Wa 74 Srr HARDWARESCHEDULE NTED HANDLE SET (PART s99•04-145) LOCATED 36 3W ON CEI TANDEM ROLLERS (PART e89.17-195) AT EACH END OF PANEL avmaa DATE APPROVED ADDED OWITS 03/05/12 ILL 8 REVISED PER NEAR TESTM 10/29/13 R.L. C ADDED FIANCE AND FIN MALIAT1ONS 12/06/13 R.L. D REVISED INSTALLA710H DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. rWART" NYmnr NaneAw IoeaUonanydndfYa SYgo Pnnol am Taal Link Lblmn (hl sao sao ao ao iel Ano AILS hmD 7so NAS Jamb stio AILS Jamb odo lA$ J.mp too s 1 S 1 5 1 6 1 S 1 t S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FIN ELEVATION ownc oAc wa F. A. 08-00498 G' u NTS 02/23/09 3 OF 10 L A'DBEpTDLOAMSPF far WD0DM"RD LEw+SVLLLE. AC 2= asrdllaal9 rq+miaamn SIGNED. 06 20%2017 0 9 '. SF ,iP 0 1 •>f 10E OF i JS;DNA,IE`. Luis R. Lomas P.K. FLNo.: 62514 1/2' MIN. RDM190r6 EDGE DISTANCE Rtv 101/ oaE AMMM A ADDED CHARTS 03/05/12 ILL B REVISED PER NEW TESTING 10/29/13 XL WOOD FRAMING 1 3/8' MIN. EM8 MEM C ADDED FIJwGE AND FIN INSTALLATIONS 12/06/13 ILLOR2XBUCK OTHERS D REVISED INSTAtiAT1pN DETAILS 07/30/15 ALL 1/4' E REVISED INSTALLATION DETAILS 06/20/17 R.L ' MAX. SHIM J10 WOOD SPACE 1 3/8' MIN. 1/4' MAX. SCREW EMBEDMENT r SHIM SPACE I-- I INTERIOR EDGE2DISTANCE EXTERIOR II n n II INTERIOR 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIOR RN/SHES BY OTHERS NOT SHOWN FOR CARRY. 2. PERIMETER AND.lO1NT SEALANT BY OTHERS TOBE DESIGNEDINACCORDANCE WITHASTME2l 12 E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. STANCE IL__ EXTERIOR JAMB INSTALLATION DETAIL WOODFRAMING OR ZX BUCXINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS oAAr1c LNIC xp. F.A. 08-00498 scut NTS °"' 02/23/09 —4 OF 10 Roele:RrocausaE. 14-Vr-0 0FORDRD LEwSvUE NC v= 4/64&"M rdnamc&A mam _ SIGNED: 0&2M 17 N\J 5 `R II LI0;; r, v GENS 9sr V;TaAT0KF-.-p',ic A ORIOr NA„a``p Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 1/4' MAX, SHIM SPACE 1 110 SMS OR SELF DRILLING SCREW INTERIOR 1LL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATIQM NOTES., I. INTERIOR AND EXTERIOR FINISHESBYOTHERS. NOT SHOWN FOR CL4RITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM E21 I2 T- 1/2' MIN. EDGE DISTANCE I 010 SMS DR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE w1" DCSDWTMN am AM7wfAa ADDED CWIRIS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 Rl REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRLICTUREIACSTALL4770M MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X BO' NON —REINFORCED FRAME INSTALLATION DETAILS Q% ww owc NM F.A 1 06-00498 uur NTS 02/23/09 1 5'nT5 OF 10 LAOSERTO LOU" P.E. JAV b00DMRDRDLEWSVALE. ACZV= 4366004M Mwawmwb- SIGNED: 062WO17 A OF Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN 1MIN. A1VMDG RO/ DCSCFWMN MTE APMWVm SEPARATION EDGE DISTANCE I I A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. n " 1 1MIN. EMBEDMENT 0 RE VISED WSTALLATIONDETAILS 07 /30/15 a.L CONCRETE/ MASONRY EMBEDMENT E REVISED WSTALI,ATION DETAILS 06/20/17 RL BY OTHERS 1/4 MAX. SHIM SPACE OPTIONAL 1X BUCK 1/4_ MAX. TOE 1- I SHIM SPACE PRPERLY SECURED MIN. EDGE I INTERIOR SEE NOTE 3 DISTANCE SWEET 13/16' TAPCON D MIN EXTERIOR INTERIOR sErARAnoN SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPOON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE OPTIONAL 1x' BUCK JAMB INSTALLATION DETAIL BY OTHERS TO BE PROPERLY CONCREYSUOISONRY INSTALLA TOV SECUREDSEE NOTE 3 SHEET 1 1 1/ 4' MIN. AOTES: EMBEDMENT t. INTERIOR AND EXTERIORFINASHESBY OTHERS. a.• NOTSHOWNFOR CLARITY. a' • • 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE OESIGNED IN ACCORDANCE WITHAS7N En t2 SIGNED: M202077 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 1111 I1rIIIYY R•-Lp i 650 WEST MARKETSTREETVERTICALCROSSSECTION GRATZ, PA 17030 GElus COAICRETEANASCWRYINSTALLA77ON SERIES 420 SGD 94 96'FRA x80' NONTIREINFORCEDoFRAME MTARF INSTALLATION DETAILSsv08-p010 498 iOc 0R%OtGgsa iS ONA optVALENTS02/23/09 6 OF 10 111 1` I L ROBERTOLOMASP.E. f4wwDOOFOWADLEhism LE. AC27oET s Luis R. LOmesP.E. 4TSE 0409 mm No.: 62514 WOOD FRAMING 1/2' MIN. OR 2X BUCK EDGE DISTANCE BY OTHERS 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. , EMBEDMENT 1 /4' MAX. SHIM SPACE T 1/2' MIN. EDGE DISTANCE110WOOD SCREW I EXTERIOR INTERIOR 110 HOOD SCREWS VERTICAL CROSS SECTION HOOD FRAMING OR2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY07NERI NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE PAM ASTM &112 IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. L L,L LISTANCE 1 /4' MAX. SHIM SPACE REV99ma DESCRProN 011C APPRM ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TMNC 10/29/13 R.L ADDED FIANCE AND FIN 114STAUATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/IS R.L. REVISED INSTALLATION DETAILS 06/20/17 1 RL. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR2XBUCK INSTALLATION SIGNED. 06/20/2017 MI WINDOWS AND DOORS LLC NottIILIl11', 650 WEST MARKET STREET RENO'' iGRAT2, PA 17030 J: G Sc _y 0 6 *= SERIES 420 SGD 96" LA X 80' NON —REINFORCED 9 OFFLANGEINSTALLATIONDETAILSpTATdF•' P(OR10• ` CRwOcI1gfN0. all, 08- 00 498E I j i// ONA 11FG` suu as NTS02/23/09 7 OF 10 Luis R. Lomos P.E. FL No.: 62514 L ROBERTO LOM" P.E. 1' twcODFORORDLEWISVKLEAC27au 3648&4W Af&Al9S*MnRr+wm 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. VkrMWR AND EXTERIOR RNISHES, BYOTNERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND ADMIT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2712 L 1/2' MIN. EDGE DISTANC 11110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS s IQ" 013CAP114M Mi[ APpg000 A ADDED CNARIS D3/05/12 ILL B SEDREVPER NEW TESTING 10/29/13 R.L C ADM FLANGE AND FIN INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L L REVISED W$TALLATION DETAILS 06/20/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE UISTALLATOV MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGEINSTALLATIONDETAILSRlaft OrC N0. JL 08-00498 Juc NTS 02/23/09 —8 OF 10 L AOSERT01 mm P.E. l= % V000ROR0 RDLEW?SVLLENCz7w4364", OM dbousawbatpme SIGNED: OGQ0/2017 p AYeOF io Fajs /ONAti11E G`,\ Luis R. Lomos P.E. FL No.: 62514 RVISCHS 1 1/2' MIN 1' MIN. --I ' ouaallDN DATE APPPV D SEPARATION EDGE DISTANCE A ADDED CK4ATS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. EMBEDMENT D REVISED INSTALLATION DETNLS 07/30/15 R.L CONCRETE/ ° 1 1/4' MIN. MASONRY — EMBEDMENT E REVISED INSTALLAl10N OEWLS 06/20/17 R.L. BY OTHERS 1/4' MM. IF SHIM SPACE OPTIONAL 1X BUCK 1/4' MAX. TO BE ' r SHIM SPACEPROPERLY1 • I INTERIORSECUREDMIN. SEE NOTE 3 EDGE SHEET 1 _ DISTANCE . 3/16' TAPCON I' EXTERIOR INTERIOR MINN SEPARATION 3/16' TAPCON EXTERIORSILLTOBESETIN A BED OF CONCRETE/MASONRY 3/16' TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CCNCRE EU49ONRYWSTALLATION TO BE PROPERLY MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES: 1. WMAb RAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. ZPERIMETER AND ,IO/MSEAWYTBYOTHERSTOBEA, 1 1/4' MIN. DESCwEDINACCORDAMCEWITH ASTMM12 e,, . e :• . EMBEDMENTSIGNED: 062MOi7 MI WINDOWS AND DOORS LLC \A1a II rrI7j 6 GRATZ MARKETSTREET J S' EAI0 9 i 2 7/8' MIN 1' MIN. = r. \• SF ,f' 30 SEPARATION EDGEDISTANCE SERIES 420 SOD _ *A_.T4AlTi 05 1t96' X 80' NON —REINFORCED VERTICALCROSS SECTfON FLANGEINSTALLATIONDETAILS OF r CONCAETFiMASONRY/NSTALLATADN DRAMIe OviG N0. ALV '` F•:°COR10:• : scu[ NTS 0n 02/ 23/09 08—98 OF 10 E '/Aj NAi1ti G` L ROBERTO LDMA,S P.E. P.E. LuisR. Lomas IAVl%VWA0WRDLEWrSvrttENC27027 FL NO.: as U17g Ao 40. 0 nnaDlrwn•_ WOOD FRAMING .-{ 1/4' MAX BY OTHERS I SHIM SPACE 8 WOOD — fSCREW INTERIOR 1 1/4' MIN EMBEDMENT APPROVED SEALANT BEHIND FIN PEXTERIOR7/I6' MIN L] STAEDGEDINCE JAMB INSTALLATION DETAIL WOOD FRAMING 0112XBUGCWSTAUATWN METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4' MITRIM WOOD EMBEDMENT BSC EWBY ODTHERS FRAMING INTERIOR 9 1/4' MAX. NOOK STRIP -- 7/ 16' MIN, EDGE DISTANCE EXTERIOR R0M1D" IV GescoIm ok1L APPRWID e ADDED CHARTS 03/05/12 R.L. 8 RLYISED PER NEW TESDNG 10/29/13 RA_ C ADOED MIANGE AND FlN WSIAUATION3 12/06/13 RL D REVSED INSTAUATKIN DETAILS 07/30/15 R.L ' E I REVISED OLSTALLATKIN OETNLS 06/20/17 P.L. 1 S/8' MIN. EDGE DIST. e TRIM 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE BY OTHERS 1/ 2' MIN. EDGE DISTANCE HOOK STRIP I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/ 16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRVAI) NCRETE SHIN SPACE — #10 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES 1. WMRIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWNFORCLARRY. 2 PERAMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCEK11N ASTUEn12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2- MIN. tEDGEDISTANCE1 3/8' MIN. EMBEDMENT DO WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCK HOOD FRAMING SIGNED: 0610/2017 MI 6SO WESTT MARKEDCSTTRREErLLC GRATZ. PA 17030 51R Ili/p4'i,i O EN SF0 5or*y SERIES420SGD96' X 80' NON —REINFORCED a FINANDHOOKINSTALLATIONDETAILSp • TAT OF Z;; i" tS CORI'Dt G:1oRA.1r oae a Rev 08 OOT498 E ij S1 NA 11a0 Luis R. Lomas P.C. FL No.: mast scut D NTS02/23/09 10 OF 10 LROBERTOLOAM P.E. I4NW000FORDRDLEW& ALLE'NC27W 4M66/ 4G09 A1rn+ati nvnmP.Lom NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. 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 PRODUCTSHOWNHEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. S. 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 EQUAL OR GREATER THAN 1.0 1>0NOTREOUIREWATERINFILTRATIONRESISTANCE. 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- WCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. 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 SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, CRADE N. TYPE I (OR GREATER). 0. META. STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063-TS .048' THICK MINIMUM15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX, XIP. PD( TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTtllannu nctu,c ALA Kv DcSoft" x our APFRDKD A ADDED FLANGE AND FIN WRALLATON 12/10/13 ILL B REVISED INSTALLATION DETAILS 08/03/15 ILL C REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0621/2017 M' AND DOORS R llto650DOWSWWESTMARKETSTREETLLC GRATZ. PA 17030 S Eli' — p49 %P I- 0 6 *= SERIES420SGDREINFORCEDWITHOUTADAPTER96' X$6, NOTES O i. FS'-R10: Luis R. Lomas P.E. orc GB- 02249 REV W4X NTS E 10/30/13 OF 10 L RWRWMD LON"S A,E 14- VWOODIPMROLEWSVALEAICV= a> asae-0io9Navrap gwQwc vn FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX r r 17' MAX O.C. { S. MAX 6' MAX 17' MAX O.C. 96' - MAX FRAME HEIGHT 6" MAX / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRA7WO 335.0PSF NONE SEE CHARTS 01AND02FOR OTHER UNITSRA71WIS NOTES: I. • MAXIMUM PANEL SIZE: 48 Vr x Z- 2 MAX/MU44O.L0.:44S71'490Sfl HARDWARE SCHEDULE FLAT MOUNTED NANOLE SET RD-04-14S) AT38 Sit• ON CE,TER FROM PANEL BOTTOM METALLIC TANDEMROLLERS (9947.195) AT EACH END OF PANEL BOTTOM RAILS UMINUM6063•76 REINFORCEMENT (688) ATALL PANEL INTERLOCKS CHART n WHERE WATER INFILTRATION RESISTANCE AS AEOUIRED. w<v o6flsvnoM WE I MVwom A ADDED FLANGE AND FIN WS ALLAIION 12/10/13 RL B REVISED INSTAL1ATgN DETAILS 08/03/15 IL C REVISED oWALLAnox DETAILS 06/21/17 1 R.L. Doegn pressu/o tiurT (psQ paw SepbPaw andTOI01Roam1Mmh(h) M*14 3A0 36.0 1 420 4" h) 60.00 7200 Do Pas I Np Po- Pas Nag Pos Npf6040.0 584 40.0 45.7 40.0 420 f o 40.0 551 40 0 43.0 3f • S9A920OA52440.0 10.6 37.t 37.1fi040Aaf36A38.1 35.0 35.0 CHART02 WHERE WATER INFILTR47ION RESISTANCE IS NOT REOUIREO. SEEMOTE aSMFET I Doslgn p7assLrn chart (pso) qy Shpo Pd11p1 ono TUN Fenno WEIt (h) H 30.0 3Q0 410 1 As,* In) 60.00 7200 AD V&DO Pos Ahg Pos A4p Pas Hop Pos NORf4.0 58.1 5G4 50.9 50.9 417 45.7 42.04420 Ol0 552 552 48.0 4A0 43.0 11 3939.4f204SZ448.4 45.4 40.8 40.8 37.37.1f4049.8 49.8 3,1 43.1 38A MA 35A 3S0 CHART A Number or anchoriocationsrepulro0 Ras S•ao P41damTOW Fglne VJImh(hl Nsbtl 30.0 360 420 A8.0 h) 60.0 720 f4A 96.0 H&S Ifamb NLS Jamb N4S Am0 N:S Amp 84.0 4 6 5 6 6 8L B 8 al5 8 8 6 B 6E4E6S80806 s 8 8 6 j 8 1 6 1 6 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V•L- 08-02249 N7S °Lrz 10/30/13' -2 OF 10 L AOBE=LOWS P.E. AD LEWISVILM NC27Lg3 SIGNED: 0"1/2017 J\S GE i Fs 0RVol' Cowi7SONAiLFa`` LUIS R. Lomas P.E. FL No.: 62514 c L FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6• MAX 17' MAX I r r--r O.C. I 6- MAX 6' MAX 17' MAX O.C. 6, T- AX kME GHT 6' ML I SERIES 420 SGD REINFORCED WITHOUTADAPTER AT) SLLCHORS PER LOCATION EXTERIOR VIEW SEE CHART B4 FOR NUMBER OF LOCATIONS OES4NPRESSURERATIMG IMPACTRAT)NG REQUIRED t35.0PSF I NONE SEECHARTS 91 AND A2 SHEET 2 FOR OTHER UN(TS RATINGS HARDWARE SCNEDULE A. II) FLAT MOUNTED HANDLE SET (99-0e-14S) AT 36 3N• ON CENTER FROMPANEL BOTTOM B (%) METALLICTANDEMROLLERS (99-17-195) ATEACH ENDOF PANEL BOTTOMRAILS C. ALUFANUM6063-TO REPNFORCEMENTI 66) AT ALL PANEL INTFRLOCKB IIp I ou utpriam uuc Avrna A ADDED FLANGE AND FIN wvA LATION 12/10/13 R.L B REVISED IVSTMJATION DETAILS 00/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 RL MOTES: 1. A!A?3MUMPANd. SN2E: 48 1/2'r 95' 2 MAXIMUM D.LO.: 44 S H'r 90 y8- CHART a4 Number o/amhor I4tallommqulros Rag, SYgb PaA01 am TaalUN1Wift Jim) wv 30.0 3G0 420 48.0 60.0 72.0 64.0 06.0 N6S Jamb I H&S I Jamb H4S Jamb AILS Jamb i4.0 4 6 5 6 8 6 6 6 6A0 4 6 5 6 6 6 8 6' 020 4 6 5 8 6 6 6. 6 96.0 4 6 5 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION V.L 08-02249 W-kC NTS I b`E 10/30/13 9iM3 OF 10 L. ROSERTO LDMAOLS P.E lux 111000FOAD RD LEwISIPUZ NC 27M SIGNED. O6/ M017 P-. JTATE OF { a A ,Lc• sONAL E G\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE T 1 3/8' MIN. EMBEQMENT INTERIOR VERTICAL CROSS SECTION WOODFRAMING OR2xBACKTNSULLATTOUv NOTES: 1.IMTERIORAND ZMRKNIFINISHES BY OTHERS NOTSHOWNFORCLARITY. 2. PERIMETER AND JOWFSEALANT BY OTHERS TO BEDESIGNED WACCORDANCE Wl1NAST iN E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT TIN. LwoL VgIANCE 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REASONS OESarnoN " it MFWItD ADDED FIANCE AND FIN INs ALwoN 12/10/13 R.L REVISED INSTAUAIM OETAgS 00/03/15 R.L. RE ZED WSTALLAIION OEULLS 06/21/17 R.L. F1AV MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCKINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS ofto 4 V• L. 08-02249 T s uc NTS °ATs 10/30/13 154W4 OF 10 L ROWRTO LOMASP.E. 1402 WOODSM AD LEWWYLL$ NC 27D27 INTERIOR SIGNED: 0&21/2017 TTArATTofaE OF • O4' e w, A;LORIO Luls R. Lomas P.E. FL No.: 62SIA METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4' MAX.r4BAI SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JIG SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALLA77CW NOTES: 1. INTERIOR AND EXTERADR FINISHES BYOTHERSNOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 i- 1/2' MIN. EDGE DISTANCE L_. 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REama Kv 0cw3wn01 am I AppwdD A ADDED FLANGE AND F01 WMALLATM 12/10/t3 R.L B RCV6ED INSTALL 1 N'DETAlLS 03/03/15 RL C REVLSED INSTALLATION DEUILS 06/21/17 A 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE/NSTALLATION SIGNED. 0&21r1017 MI WINDOWS AND DOORS LLC 11` 650 WET 030EET R GRATZ, MPAK 71JS' EnrO49. G SFSERIES420SGDREINFORCEDWITHOUTADAPTER s y 0 F596'X96' FRAME IN57ALLATION DETAILS yc• D kcr TAT Lne REV 08-02249 C SIt,NAI N``` sexc NTS °"TL 10/30/13 p'T5 OF 10 L ROOERTOLM616 P.E. 84.VwODowpapRotEwLswuE NctTorJ Luis R. Lomas P.E. 43610"4xis Aoa ,m„ FL No.: 62514 1 1/2- MIN 1- MIN. SEPARATION EDGE DISTANCE r 1 1/4- MIN. CONCRETE 4; ' EMBE DMENT MASONRY I BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL 1X SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16- TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO ET IN A BED OF APPROVED SEALANT REV 00 0-it OFRM y A ADDED FLANGE AND 11N wtwAnou 12/10/11 R.L. B REVISED INSTALLATON DETAIS OB/03/13 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4- MIN. EMBEDMENT 1/4- MAX. 1- ' SHIM SPACE MIN. °, •. EDGE DISTANCE • MIN SEPARATION . INTERIOR 3/16• TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMSONRY INSTALLATION 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES a 1 1/4- MIN. 1• WTERIQR AND EXTERIOR F1N15HES, BYOTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. a :• PERAIMRAND JOINT SEALANTBYOTHERS TOBE Q: •• DESIGNED IN ACCORDANCE WRMASTME7112SIGNED:O&2l/2017 MI WINDOWS AND DOORS LLC 2/e- MIN SEPARATION MIN. EDGE DISTANCE 650 WEST MARKET STREET GRATT. J S R L Odj /i PA 17030CEM8F9SVERTICALCROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER fir• e1 I0 6 *' CONCAETE/AIASONRYINSTALIATIQV96' X 96' FRAME INSTALLATION DETAILAlo TAT OF rit,: VuLoAt to O. 0R10" w> c 08—012 2a9 iONA10/30/13 6 NTS LROBERTO LQHtit P.E.lids IAV- "0ODF0aDADLEWISVUANCT.00 R. LomosP.E. 43"Ao4 p9 aey»,rmom FL No.: 62514 WOOD FRAMING OR 2X BUCK eY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE MIN. EMBEDMENT 1/4- uAx. SHIM SPACE DO WOOD SCREWS INTERIOR TO BE SET IN D OF DYED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCM BY OTHERS MIN. WENT VERTICAL CROSS SECTION WOODFRAMING0R2X&r,K NSTALLAnON NOTES: r. WTERIOR AND EXTERIOR RNLSHE3, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEDW ACCORDANCE WITH ASTM F2112 1 3/8• MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2x BUCK BY OTHERS 1/4' MAX. SHIM SPACE rtLM5lmlt oMslxvlwN otE ,vpc„m - FD FLANGE ANO nN INSTALLATION 12/10/13 R,L REVISED INSTALLATION DETAILS OS/03/15 R.L REVISED INSTALLATION DETAILS 06/21/I7 PLL INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BLOCKMWALLATrON SIGNED: OW 112017 MI WINDOWS AND DOORS LLC WEST MARKET PA 03 STREET650 GRATZ Yut urrll J 5 REN O4'9• SERIES 420 SGD REINFORCED WITHOUT ADAPTER Z' u 596, X 96" FLANGE INSTALLATION DETAILS TAT OF TAw Mo OB-02249 av C i0 . • iZRs::c<OR10riOMA1ta` sew NTS °`" 10/30/13 S'm'7 OF 10 I AD1432w000liD11pAD LEWAYIIiB AR:270:JLEWLVUE Luis R. LOmos P.E. 10640-o" FL NO.: 62514 1/2* MIN. EDGE j— DISTANCE METAL STRUCTURE BY OTHERS DO SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES ByOTHERS. NOT SHOWN FOR amfl '. 2 PERIMETER AND JONT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1/4• MAX, SHIM SPACE T 010 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTAN( T— 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLMm06 DLSa17raw Lw1E op'0'7AADDEDFIANCEANDnNINSTALLATIONt2/10/13 R.L. B REVISED INSTALLATION DETNLS 08/03/15 R.L C REVISED WSTALLA ION DETA45 06/21/17 R.L JAMB INSTALLATfON DETAIL METALSTRUCTURE INSTALLATIOW MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96, FLANGE INSTALLATION DETAILS CVrN; pk, Mp V•L• 08-02249 scat NTS o`" 10/30/13 s'w8 OF 10 L RiOSERTOLOMA9PE2WOOOFORDRDLEwSyu& NOvc weeacsos snmae t>b+A.,m,,, SIGNED: 0621/2017 J S 1R ILIO iGENSF"y,P 0 6 •*= T A OFO 11NA11110t Luis R. Lomas P.E. FL No.: 62514 1 1'/2" MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. CONCRETE/ a; • EMBEDMENT MASONRY BY OTHERS 1/4- MAX. SHIM SPACEOPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16' TAPCON EXTERIOR R—J Lf INTERIOR SILL TO SET IN 3/16' TAPCON I I I` JI I APPROVEDESEALANT MASONRY/ CONCRETE BY OTHERS r 1 1/4' MIN. n EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONLRETE4"SQVRY INSTALLATION RLV19W s Aar 01300l om w1E uruo.>a A ADDED FLANCE AND FW INSTALLATION 12/10/13 RA, 8 REVISED WSTALLATIDN DETALS T/03/15 R.L C REMO WSTALLATft DEMLS 06/2l/1> R.L. 1 1/4' MIN. EMBEDMENT J 1/4" MAX. i I r SHIM SPACEMIN. EDGE DISTANCE MIN. SEPARATION INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRE MUASONRYWSTALLATIONOPTIONAL1XBUCK TO BE PROPERLY SECUREDSEENOTE3SHEET1 NOTES: I. INTERIORAND EXTERIOR gNLSHES, 8y OiMERS, NOTSHOWNFORCLARITY. 2 PERAMETER AND JOINT SEALANT BY OTHERS TO BEDESIGNEDINACCORDANCEIMTNASTME2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X 96- FLANGE INSTALLATION DETAILS aftAlft mm 11 V,L •08-02249 WAX NTS Iof 10/30/13 —9 OF 10 L ROBFRTOLOuKS P.C. 14nMODOFOWRDLEWISVRLE. NCY1021 rm go..am SIGNED: 0&21/2017 P. b; s`GE IM/OW9 TATE OF : ,, 2 ss o .'E ``, Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/ MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN is WOOD SCREW APPROVED SEALANT BEHIND FIN S8 WOOD SCREW 7/16- MIN EDGE DISTANCE EXTERIOR 1/4' MAX SHIM SPACE 7/16' MIN EDGE DISTANCE a REV oacRvlloN Wlt AWNCVIp A ADDED FLANGE AND FIN INSTALLATKIN 12/10/13 R.L B REVISED INSIAIlATION DETALS 08/03/15 R.L C REVSED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MIN' ENT MASONRY/CONCRETEBY TIPROPERLYOTHERSXBUCK BY OTHERS, HOOK STRIPX BUCK TO BE SECURED JAMB INSTALLATION DETAIL \you WOOD FRAMING ORZYBLACKINSTALLATTAN EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY=NCRETIe 1/2' MIN. METAL STRUCTURE 1 1/4• MIN. EDGE BY OTHERS 1/2' MIN. EMBEDMENT DISTANCE EDGE DISTANCE ZWOOD TRIMFRAMING BY OTHERS INTERIOR TRIM 1/4MAX. 1 3/8' MIN. INTERIOR SHIM SPACE EMBEDMENT 7 — r HOOK STRIP INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. HOOK STRIP —1 10 SELF DRILLING SCREW D WOOD SCR SCREWEXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK4V000FRAMING SIGNED: 0"1/2017 MI WINDOWS DOORLLC R I IL'0 MARKND 650WESTETS'TTREET GRATZ, PA17030 S Et"'lS SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• t: 96' X 96, OK IMTALTION DETAILS H PDO FTAT NOTES: I. INTERIOR ANDEcTERLORFwsmM BY OTHERS, Inc am 02249 08 TtO n' i' ot` • .l OR OT: • SSjONA11E G`` 2PERIMETERANDJOLNFSEALANTBYomERSTOBEC NTS 10/30/13 OF 10 DESIGNED 1NACCOROANCE H?THASTM E2TT? L R0BERT0L0AdA9P.E. 412 K= 0FORD RDLEWISVQLE. AC27D2J Luis R. Lomas P.E. 064&ww 4wLLA6rwam we m FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 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 Cdn1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SA M GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE S10 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 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. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-75 .048• THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. NOTES ELEVATION 3 — TABLE OF CONTENTS DESCRIPTION krAgo"S o6eaanoN 617E APPaw2D ADDED CRAM 03/08/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06MV2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11111InrrA N:ll R.• D/ z GRATZ, PA 17030 CENS, ir• OI,t 6 tt = SERIES '430 SGD 143' x 80' NON REINFORCED NOTES 0 G\ l0R1: Deane oa No. 1 08— 502 E NAj1E\1\XxaLLPN[ NTS 02/23/09 1 OF 9 Luis R. Lomas P.E. FL No.: 6514 LRWRIOLOMASPE f= 110000M AD LEVOISVU& NC270n 434404M M=0&*majo.mmA 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 6" MAX I L 17- MAX 80' O.C. MAX RAME T— EIGHT L 6' MAX 17"MAX O.C. r SERIES 430 X/X SGD EXTERIOR NEW DESIGN PRESSURE RITWG IMPACT RITWG 140.0PSF N09,E SEECH4RTS n AND02 FOROTHER UNITSRATWGS NOTES: t. MAXlMI,W ANELSIZE:481n'r79' 2. MAXIMUM D.LD.:N3/I'r743S AT 38 W40 AT EACH 1 6' MAX oauan" ADDED CHARTS REVISED PER NEW TESTNG ADDED FIANCE INSTALLATIONS REVISED NSTALLAliom DETAILS REVISED LNSTAuATION DETAILS CHART NI WHERE wATER iNFILTRAnON RESISTANCE ISREOUIRED SEE NOTE 9 SHEET f Design pressure chart (pso Sb1gb Ranh andTotal Framo Width (In) hk 30LO 36.0 1 420 1 47.7 b) 90.00 fOd 00 126.00 143 00 Pos Nap Pos Nog Pos Neg Pos Hop 80.0 40.0 1 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEENOTE 9SHEET I Design pressure Chart (pso Framo 3Y181e Pane! and Total Frame wid01(hn) o XO 420 47.7 in) 00 108.00 126A0 143.00 Hop Paz Nog Pas Nog Pos Nog 80.0 5494154.9 48.0 4&0 43.2 1 432 1 40.0 1 40.0 CHART 03 Number of anchor Iocodonsrequirod Frxm SLngb Panel and Total Frans Width (in) 30.0 1 38.0 1 42-0 47.7 in) 90.0 loco 1240 tI30 N&S Jamb H6S JemD NSS Jamb N8S lamb 80.0 6 1 5 1 T 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 w-"x NTS — 02/23/09 y10CT 2 OF 9 L ROWATO LOM4,1RE 1412 1011000FCRD RD LEW7SMLF- At 27= 411{0.029 dwrimo wra pacam DATE 03/06/12 R.L. 10/15/13 R.L. PR.L12/06/13 08/05/15 06/22/17 SIGNED: 062WO17 P. II`i0 v ' g'- * ATAT OFF e•<OR10-? Luis R. Lomas P.E. FL No.: 62514 RrASON5 1/2- MIN, EDGE DISTANCE A& DCiCAIVRo" DATE AOPNOVm A JADDED CHARTS 03/08/12 R.L B REVISED PER NEW TESRNG 10/15/13 R.L WOOD FRAMING 1 3/8- MDJ, EMB MENT C ADDED FLANGE INSTALLATIONS 12/06/13 R.L OR 2X BUCK BY OTHERS D REVISED INS AUATION DETAILS 08/05/15 R.L 1/4- E REVISED INSTALLATION DETAILS 06/22/1) R.L MAX. SHIM 10 WOOD SPACE SCREW 1 3/8' MIN. 1/4- MAX. EMBEDMENT F SHIM SPACE 1/2- MIN. INTERIOR EXTERIOR INTERIOR EDGE DISTANCE [Lff ffmn==, SET IN APPROVED IF10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS I10 WOOD MIN. SCREW WENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOODFRAMING OR 2Y BUCKINSTALLATION NOTES: 1. INTEAIOR AND EXTERIOR FINISHES, BYOTHERS Nor SH01mJ FOR CLARITY. 2. PERIMETERANDJOINTSEALANT BYOTHERSTOBEDESIGNEDINACCORDANCEWITHASTAIE2112EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SLACK1NSTALIA70V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' X 80' NON REINFORCED FRAME INSTALLATION DETAILS OMmk ore M0. F. A. 08-00502 sue•.- NTS 1 5"TE 02/23/09 —3 OF 9 L 11DWaWL0144S P.F. MV NCDORM90 LEWSMLE. AC 27= U14b0610D SIGNED. OW2/2017 EN9a O TpsONA 11E`` Luis R. Lomas P.E. FL No.: 62514 META. STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW META, STRUCTURE BY OTHERS 1 /2- MIN. EDGE DISTANCE 1 /4' MAX. A r SHIM SPACE EXTERIOR 1/ 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STAUMRE INSTALLATION NOTES: I. INTERIORANDEXTERM FINISHES. 8YOTNERS. NOT SHOWN FOR CLAR?Y. 2 PERIMETERAND JOINTSEALANTBY07*HM TDBE DESIGNED INACCORDANCE WITH AM E2112 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED kLANT MLrSIONS Kv txxRpre" MTE AsPl104D A ADDED CHARTS 03/06/12 R.L 8 REvISEO PER NEW TESTwo 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED wSTALiATION DETAILS 00/06/15 R.L. 1/4- MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. I SHIM SPACE I 1/2" MIN. EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAM! ONC ND. F.A. 08-00502 scat NTS DAB 02/23/09 —4 Of 9 L ROWRW LORLA4 P.E 142! KOODFOW RD LENfSVILLE AIC 27= A3"" 1w SIGNED: 0&2W017 llulUrrrr R. L p4r vim' EpOF 101YAiirz\\\\ Luis R. Lomas P.E. FL No.. 62S74 avmons 1 1/2- MIN. 1- MIN, IILv D[SCIEVIgN WE AoPllOvfnSEPARATIQNEDGEDISTANCEAADDEDOWITS03/08/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L 1/4, MIN. ADDED FIANCE INSTALLATIONS 12/06/13 R.L11/4 MIN. EMBEDMENTEMBEDMENT 1/4- MAX. D REVISED INSTALLATKIN OEWlS 08/05/15 R.LCONCRETE/ °' • SHIM SPACE E REVISED INSTAI ATION DETAILS 06/22/17 ILL BY OTHERS I r OPTIONAL MIN. tx BUCK EDGE TO BE DISTANCE . ` INTERIORPROPERLY SECURED 1/4- MAX. SEE NOTE 3 SHIM SPACE SHEET 1 _ 3 3/16- TAPCON MIN. • , SEPARATION EXTERIOR INTERIOR ' 3/16- TAPCON sSILLTOBESETIN EXTERIOR A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/16- TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETEmaSONRYWSTALCATTOwBYOTHERSTOBEPROPERLY SECURED MASONRY/ SEE NOTE 3 SHEET 1 CONCRETE ' By OTHERS y : NOTES11/4- MIN, 1.INTERlORANDEATERIORRNISHES•BYOTNE;MEMBEDMENTNOTSHOWNFORCLARITY a' 2 PERIMBTERAND JOLVT SEALANT BYOTHERS TO BE DESIGNEDWACCORDANCE WIINASTM E2112 SIGNED: Ofi2220171-2, 7/8- MIN. 1- MIN. MI WINDOWS AND DOORS LLC ++1+IIIIIIIISEPARATIONEDGEDISTANCE 650 WEST MARKET STREET 5 : • t04r i VERTICAL CROSS SECTION GRATZ, PA 17030 .-\OENS--f,;.= CONCRETSI44SOWRYINSTALLATOV SERIES 430 SGD *• 143" x BNON REINFORCED FRAME INSTALLATION DETAILS • TaATESOf &* . oa• ww oewNo. I¢v %O ic`•( OR+OT;•' F.A. 08-00502 NTS 02/23/09 5 OF 9 LR08ERFOLO- 14 P..ELuis R. Lomas P.E. 1+rw0ODFORDRDLEWWVELF NC27MFL No.: 62514 44404W ra -QS0& Mx* c0M 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK E118EQMEN! BY OTHERS L 1/4' —jMIAX. SHIM 10 WOOD SPACE SCREW EXTERIOR II n 11 II II. II INTERIOR B10 WOOD SILL TO BE SET IN SCREW A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BI OTHERS 1 3/8' MIN. EMBEDMENT 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCKINSTALLATION NOTES: I. INTERIORAND EXTERIORFINISHES. BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WFTHASTMI E2112 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK By OTHERS 1/4' MAX. SHIM SPACE FXVCXM DCSCOTCH Mt[ APPROVID ADDED CHARTS 03/08/12 R.L. REVISEDrB PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS OD/05/1S R.L. REVISED WSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DR Uft are ro. FA 08-00502 W'qt NTS D"'t 02/23/09 — 6 OF 9 L R08ERTOICIld P.E 14= YK)MAC RO RD LEWISVILE. NC ZMW A366W,o" A"Mjftj — SIGNED: 06 2W017 S11R Ifi0 /- o 5 •x= O F(OR10* GA, - ORAL V:\S Luis R. Lomas P.E. FL No.: 62514 1/2• MIN, I EDGE DISUNCE METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE 010 SMS SELF DRILI Sc METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL S7RA;TURE 116TALUATIOV NOTES: I. INTERIOR AND EXTERIOR FINASHES BYOTHERS NOT SHOKW FOR CLARl11: 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WTH ASTM E2112 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN RED OF APPROVED kLANT 1/4• MAX, SHIM SPACE 1/2• MIN. EDGE DISTANCE p0 SMS OR SELF DRILLING SCREWS AXVISIO K amawnlow bkx AVPIxNm ADDED CNARTS 03/06/12 R.L REVUD PER NEW TESTING 10/15/13 R.L. ADDED FUING'E INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77 N SIGNED: O& Z2077 MI WINDOWS AND DOORS LLC 0%jklllrl/, 650 WEST MARKET STREET GRATZ. PA 17050 5 R' LO iii v •GENSF•9,P• p 1tSERIES430SGD 143' x 80' NON REINFORCED v /k ..0i , FLANGE INSTALLATION DETAILS gyp TAT OF OF•'lORIOQ;•: rwune arewn xEv 08 E Luis R. Lomas P.E. FL No.: 62514 sort NTS — 02/23/09 T72 OF 9 L A'08ERTDLp+4l5 P$. IAv1100LE S+a1Ewn; u+ eas41549 c6t9 .so at+ry,.mm 1 1/2" MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e.. 1 1/4' MIN, EMBEDMENT OPTIONAL j* A 1X BUCK TO BE mar PROPERLY SECURED SEE NOTE 3 1/4' MAX SHEET 1 SHIM SPACE 3/16" TAPCON EXTERIOR 1 1/4' MIN, EMBEDMENT MIN. EDGE :.•v DISTANCE ' WH. SEPARATION 3/16' TAPCON 3/ 16' TAPCON ° SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS MIN. EMBEDMENT INTERIOR 2 7/8' MIN. I' WN. SEPARATION r EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEU4SONRYONSTALLAT ON REV OCVJIVIgN WE APF110+m ADDED CNARIS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L. SHHIMIM SPACE MAX' C ADDED FLANGE INSULlATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E I REVISED INSTALLATION DETAILS 06/22/17 ILL pINTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETSWASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. WMR*RANDEXTERIOR FINISHEA BYOTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER ANDJOINT SEALANT BYOTHERS TO BEDESfCaNEDINACCORDANCEMTNASTA1E2112 SIGNED: 0&2=117 MI WINDOWS AND DOORS LLC 650 SST MARKETSTREET 0% jiI I/rl/i/. JSRENO''i vV0SF9rk• 6 o E 7D _ TAT OF O'cF• jP<OAIO* • : InIl11 aG``` SERIES 430 SGD 143' x 80" NOW REINFORCED FLANGE INSTALLATION DETAILS ow rc IAYC N0. 08 AtY E NTS °` 02/23/09 'T82 OF 9 LR08ERr0LQANSP. F. 1, 42?WO DADFIDADLEWMV LE NC2M a1. aluaos A vea"a. Luis R. Lomas P.E. FL No.: 62514 REVISOIS ocvAtP^oN WE APPWdCD A ADDED CHARTS 03/06/12 RL B REVISED PER NEW TESIWG 10/15/13 R.L. 1 5/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EDGE OIST. 0 REVISED INSTALLATION DUAILS 08/05/15 R.L E REVISED INSTALLATION DE A S 06/22/17 R.L.TRIM d d 1 1/4* MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE 1/2- MIN. BY OTHERS EDGE DISTANCE 3/ 16- TAPCON TRIM EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION INTERIOR MA,SONRY10ONCRETE HOOK STRIP DRILLINGSSCRElSELFPANEL 1/2' MIN. EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM MIN. 75FEMSEDIMENT NOTES 1. ANTERIOR AND EXTERIOR FWISHEQ SY OTHERSHOOKSTRIPAtOTSHOWNFORCLARITY. SCREWOOD 2 PERIMET AND.ONT SEALANT BY OTHERS TO BEDESIGNEDINACCORDANCEMTHASTME2112 SIGNED: OWWO17 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC L1 1III// HOOK STRIP INSTALLATION 650 WEST MARKET STREET 0// 2XSUCKANOODFRAAA04G GRATZ. PA 17030 5 SERIES 430 SGD 143' x 80' NON REINFORCED 6sav HOOKINSTAL.LAT10N DETAILS 5 _ TATE OF : Cr- DRUft tAfG No 08- 00502 RN F-'rC0R10T : E */' MONAI xtovENTS02/23/09 9 OF 9 1111111 L ROBERTO LOMASP.E. 14= kVO DFQRD RD LE W1SV"E AC=a Luis R. Lomas P.E. 424486. O f , bmga*A ,,— FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2- WOOD FRAMING AND MASONRY OPENING Tb BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. 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 'PRODUCTSHOWNHEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7• APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRF13 FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16' OR GREATER OCCURS. MAXNMUM ALLOWABLE SHIM STACK TO BE 1/a', 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATION. RESISTANCE. OVER - OVERHANG LENTH/VERHkNG HEIGHT. 10. FOR ANCHORINGO INTO WOOD FRAMING RO2X BUCK USE 010 WOOD SCREWS WITHSUFFICIENTLENGTHTOACHIEVEA13/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTHTOACHIEVEA11/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'• MINIMUM EDGEDISTANCELOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWN -IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED INSUBSTRATESWITHSTRENGTHSLESSTWINTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF. 0-0.42S. 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: S1EE1 18GA, 33KS1 OR ALUMINUM 6063-TS .048- THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALIAnnM nrT avlsolls IIF gpigx ovc APPRD6LD ADDED GRATIS 03/06/12 RL TENSED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE itmAUATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/11 R.L. SIGNED: OaMI2017 MI WINDOWS AND DOORS LLC ttt+Illrrrrr 650 GWE TZ. MA LET STREET J g R• LO i iENSF'9,Pal- SERIES 430/"JD XIX SGD 143' x 96' REINFORCED 4-TaAfeNOTESpOf y ZOR10t, 11R NN F A owe 08-0050 i `rZONAL E` r/f111111t1t Luis R. Lomas P.E. o Nis 02/23/09 slap 1 OF 9 dLAODERf0L0mA,SP.E 1{12NOODADIROROLEWLSVILIA AC27= t1+res4w krn aam FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 17' 6 MAX MAX 6 MAX 6MAX I L 17' MAX O. C. 96' T MAX FRAME HEIGHT 6- MAX X c . StHIES 4"440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140. 0PSF NONE SEE GNRTSII WO12POROTNERUNRSRATIMCS NOTES: 1, AtAKWUMPAYEL SQF:48 ItrxW 2 UAXIA(UAID.L0.:4(3f4's90W FROM PANEL 12 ll / n:'l IANNEM IRMLEHS (99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS C. 1AL NUM 6003-TO REWFORCEMENT(SU) AT ALLPANEL INTERLOCKS FACE OF OPERABLE PANEL INTERLOCK RVASIONS Rev DMCapnoN A ADDED CHARTS 8 REVSED PER NEW TESTING C ADDED ILVIGE IKVAUATIONS 0 REVISED INSTALLATION DETAILS GNAT 1/ E REVISED INSTALLATION DrIAILS WHERE WATER INFILTRATION RESISTANCE IS AEOWREDSEE NOTE0A"gcr f Dwgn pressrro chart (pso Frsma Odb Rntloro TaalFromvWAn) H* N 20.0 1 X0 420 1 47.7 Dv woo loaoo irn00 11aoo Poe Np POa I Np Pos I Np I PDX N.9 a" 40.01 60D 1 40.01 S7.940.0 1 620 10.016.0 a" 404 1 60.0 1 40.01 51A 10.0 16.9 10.0 IS.O D20 IOA 69A 100 51.710.0 10.110.0 42.3 Da. O 40.0 1 56A 1 40.01 ID, 10,0 4A7 10.0 10 0 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SFF A/A7F a eucer Dosl n pressure chart (psn Rmm I" Toro Frame Wi001(n) ADM 340 1 2ae Qa 477 h) 90.001foGOD 120.00I r4100 Po Np Pos Ng Po Np 10 00BOA 7A5161 5A520 52op 1Y 040.0 a0.0i0. 0 eo43.0 1 45.0 920 59A S98 51.7 51.710.1 10.1 123 413f0.o SILO 150.6 s9.0490 13.7 13, 10.0 a0.0rMAQr r NumOor olonceor lonUonsraeulrs0 Ra 5ildo FEM ano Tow Frain Vvlmn (h) N Sa0 3& 6 42o I 47.T- IAL Has 1 IJamb IO& P Has JAMD 12CO Nos 1jambi I Uio N• S Jame a1A 0 0 1 7 1 6 a 6 1 9 16 aaA 7 e 7 6 e 6 9 e 92.0 1 e7 0 8 0 90.0 7 e 7 0 e 0 9 e MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED. ELEVATIONS F.A. 1 08-00503 E NTS o"u 02/23/09 -2 OF 9 L ROB 11a71uooDlaR a1+rut. o9a9 DAN MDRIND) 03/ 06/12 R.L. 10/15/13 R.L. 12/06/13 RL 08/05/15 R,L 06/22/17 R.L. SIGNED: 0G2WO17 JET • • , GEN8 F, 9®d6Enen 4OR10CLuis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8 MIN. OR 2X BUCK E 48EQMENT BY OTHERS MAX. SHIM tOWOOD SPACE SCREW 110WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUOI INSTALLATION NOTES: I. INTERIOR AND EXTERIORFWLSHE. BY OTHERS. NOTSHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Ut 12 1 3/8' MIN. EMBEDMENT I 1/ 2' MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN. WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4' MAX. 1 SHIM SPACE RLYIDONs RLV DICKNPINIGN Dot PFR04D A ADDED CNARTS 03/06/12 ILL B REVISED PER NEW TESIWC 10/15/13 ILL C ADDED FIANCE INSTALLATIONS 12/06/13 R.L D REVISEDINSTALLATION DETAILS 08/05/15 R.L. I: REVISEDINSTALLATION DETAILS 06/22/17 ILL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATIONSIGNED: 0&12WO17 MI WINDOWSDOORLLC t1P. , 650WEST MARKET STREET GRATZ. PA 17030 S 0 //, iTA 0y 61 ><= SERIES 430/ 440XIX SGD143' x REINFORCED TAL FRAME INSTALLATION DETAILS o/ A _ TAT OP t CORkOv. : i` rs10NAt E G`` 14111111" oLuis R. LomasP.E. F.A.F . oxi ro. 08-00503Rtv E saw NTS OaE 02/ 23/ 09 —73 OF 9 L ROSERTO LOILLS AE vttWOODFORDADLEmsynaAC27= asQas-0ea9 Aomo6raualVowaso FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4 MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARl1Y. 2. PERIMETER AND JOLVT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE KlTHASTM EN 12 JiO SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN IED OF APPROVED LINT 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 1/4' MAX. I SHIM SPACE CAICnryn RLvgww AW cesclOpmN GATE APFROVID A ADDED CHARTS 03/08/12 ILL 6 REVISED PER NEW TESIING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R . D RE'ASED RSTALLATION DETAILS 00/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 1 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143- x 96' REINFORCED FRAME INSTALLATION DETAILS awve Dot No. F.A. 1 08-00503 V&E HTS 0"r 02/23/09 ;M 4 OF 9 L ROBERTOLpwsve. 14.VNOODFORO ADLFN9SW" NC2 = aT+tl7t7a609 Haan SIGNED: 06/22/2017 fj,, E^'suuF9s': Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION I EDGE DISTANCE O •' I 1 1/4' MIN. EMBEDMENT 1/4' MAX. r SHIM SPACE I 3/16' TAPCON EXTERIOR avwv.nvr VERTICAL CROSS SECTION CONCRETSMASONRY INSTALLATION INTERIOR 1 1 /4' MIN. EMBEDMENT MIN. EDGE : • 'o DISTANCE ' 3 MIN. SEPARATION • ... 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS i 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE REVIS 16 ALN 06 MTE A A ADDED CHARTS 03/00/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 4' MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SHIM SPACE D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 1 06/22/17 R.L. INTERIOR III EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK COAVRETEWASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERCRAND EXTERIOR MAIISNES BY OTHERS NOT SHOWN FOR CLARITY 2. PERIMET1cRANDJ0WSEALANT BYOTHERS TO BEDESIGNEDIIVACCORDANCEWRHASTME21t2 M1 WINDOWS AND DOORS UC 650 WEST MARKET STREET GRAT7. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS w.uic owc o. F•A• 03-00503 scA NTS °"rz 02/23/09 1S""5 OF 9 L ROBERTO LOWS P.E. tut wOOOFOAD AO LE14SvxLF, AC 27M u ais•oitB aoaicpos l.om, SIGNED: 0612M17 N J\ S p oE OF • a= Luis R. Loma:; P.E. FL No.: 62S14 ID FRAMING R 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8 MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 1 3/8- MIN. EMBEDMENT T"'- 1/2• MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCKLBYOTHERS 1 3/8- MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE — VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FWISHE& BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIAIMR AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1/4' MAX. r SHIM SPACE R1VL9p4 NWROAD ADDED CKAXTS 03/08/12 ILLfaREVISEDPERNEWTESTING10/15/13 ILL ADDEDFIANCE INSTALLATIONS 12/06/13 R.L REVISEDINSTAUATION DETALS 05/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 ILL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' Y 96' REINFORCED FLANGE INSTALLATION DETAILS DRuft wrc NO, F.A. 1 08-00503 5` NTS 104E 02/23/09 —6 OF 9 L ROWITTO [OW SPA 1432 VA)ODFT7RD AD LE07SYHLE AC A027 434488.OM .,mm SIGNED. 06,2M17 J`Slll 1 GENS'1 9E OF t, 10NA Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SIAS OR SELF DRILLING SCREW METAL STRUCTURE By OTHERS I 1/2' MIN.111 EDGE DISTANCE I MA 1 CPHLIP1 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTTRE WSTALLA710N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. By OTNERANOTSHOMVFORCLARITY. 2. PERIMETER AND JOINT SEALANT ByOTNERS TO BE DESIGNED INACCORDANCEWITHAVM E2112 1/4- MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1 MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS r1/4• MAX. SHIM SPACE INTERIOR Ralsaa Rv oESONPl1ou MR NMMVFp A JADDED CHARTS 03/00/12 R.L B REVISED PER NEW TESTING 10/16/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTN1AT10N DETAILS 06/22/17 ILL EXTERIOR MqD 4:1 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATOV SIGNED: 06/22M17 MI WINDOWS AND DOORS LLC Ll/yz650WESTMARKETSTRM GRATZ. PA 17030 0%% 5 , .. 04 ///, Gvms* I';'' SERIES 430/440 XIX SGD 143' 96' REINFORCEDFLANGEGA-AileINSTALUTIONDETAILSOF ¢' S0'eF•'PZOR101, iSjS ONAI ourlc F.A. 7xo. I1ty 09-00503 E f` sTxt NTS 02/23/09 007 OF 9 fIII1111 LACWRTOLLWRSP.E. 14T2 La000f0WD AD LEWSV8AE. NC27C27 4u40wN Lyl3 R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS n •. :• 1 1/4' MIN. EMBEDMENTo. OPTIONAL I BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EXTERIOR 3/16- TAPCON —\ MASONRY/ CONCRETE BY OTHERS j1/4" MAX. SHIM SPACE 3/16• TAPCON INTERIOR 1 1/4' MIN, 1/4' MAX EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE 3' • MIN. SEPARATION ° •. 3/16' TAPCON SILL TO BE SET IN v A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 11/4- MIN. EMBEDMENT 2 7/8" MIN. 1 • MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CGWCRETbMASONAY INSTALLAT ION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 aASONS Inv txseaPlloN WT[ MWIOAD A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE NSTALLATXM 12/06/13 RL D REVISED NSTALLATKN DETAILS 08/05/15 R.L. E REVISED INSTALLATION DEUns 06/22/17 R.L J It f-lDr-a JAMB INSTALLATION DETAIL CONCRETbMASONIAY INSTALIAT00V NOTES: I. INTERIOR AND EXTFAfOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE MTN ASTM E2112 SIGNED: 06m 1017 LLCMIssoDwEssMARKETSTREET GRATZ, PA 17030 It.. IItoy,/z v •GENSF D 6 ><= p " TAT OF SERIES 430/44D XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS c 0R10l;•': sS11,N1 11?G\`` OS E 3CAUNTS °` 02/23/09 B3 OF 9 LROBFRIOLOMA,9P.E Iq2 hV00gDRO AD LELVLSVAJ4 NC 27M Luis R. Lomas P.E. FL No.: 62514 RNOM RM cc=ApnoN Wit APPMOM A ADDED CHARTS 03/06/12 R.L 0 REVISED PER NEW TESTWG 10/15/13 RL ' C ADDED TLANCE INVAWTIONS 1Z/06/13 R.L 1 5/8• MIN. EDGE 015T. D REVISED INSTALLATION DEVILS 08/05/15 R.L E REVISED 06TALLAMON OETALS 06/22/17 ILL TRIM ° 1 1/4• MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE -T BY OTHERS 1x BUCK BY OTHERS, 1/2• MIN. HOOK STRIP 1x BUCK TO BE PROPERLY SECURED EDGE DISTANCEMETAL STjSTR B 3/16• TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION A"SONRYACONCRETE HOO_ SELF DRILLING D S#10CRSCREW1/2• MIN. PANEL EDGE DISTANCE INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT NOTES I. INTERIOR AND EXTERIOR FRNSHES BYOTHERS, HOOK STRIP NOT SHOWN FORCLARRN 010 WOOD 2.PERIMETERAND JOINrSEALANT BYOTHERS TOBE SCREW DESIGNED IN ACCORDANCE WTAi ASTM E2112 SIGNED: 06122/2017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC 1\1+Ifill, R. L 0 HOOK STRIP INSTALLATION650WESTMARKETSTREETGRATZ, PA. 17030 g J 9 GEHSFy 2XBUCJVWOODFRAM/NO pSERIES430/440 XIX SGD I 1 oyy 51( >i14>< 96" REINFORCED? b tec>x9t+ NOOKK INSTALLATION DETAILS D TAT OF rM1Awc• RMC N0. AEv F.A. 08- 500503 E //jS ONA taA1[ NTS 02/ 23/09 9 OF 9 11 L ROOERTO LCAMS P.E. u=%0D0DFORDRDtFnsV"5. NC2MM 43046 0= aw- m lltomi MAW. Luis R. Lomas P.E. FL No.: 62514 G FLORIDA oa%,AATm0,-vr OF ABusiness11 • 1 r A m SCIS Home 1 Lop In I User Registration I Hot Tbpks I Submit Surcharge I Stats a Facts I Publications I F8C Staff I aces Site Map I Unks I Search 1 ba r t Product Approval IUSER: Public User t• t (•r. t '1'_ I ._ • i ' Product AoorovalMenu > Product orApplication Search > Aoolicatlon Ust > Application Detail 0 OFFICE OF THE FL S FL9174-R12 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 8S0)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mar1c_Garon@Overheaddoorcom Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark—Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Year 2012 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-001112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 ummary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0228-318958-P8 S.odf FL9174 R12 It 307494 P11 Track Suoolement Chart slaned.odf FL2174 R12 II 324620 P16 Jamb Connection Sung sianed.odf Verified By: Gordon Thomas 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. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0229-318959-P9 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.gi f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max helght. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 lI 0230-318960-P10 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo slaned.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 It 0231-318996-P6 S.odf FL9174 R12 If 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.odf 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 11 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo 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 If 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 tI 319040 PI Post Istall Instructions signed.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 11 324620 P16 lamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.151E Created by independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 tI 0232-318999-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0233-319000-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 If 324620 P16 Jamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 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 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL2174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 tI 324620 P16 lamb Connection Suoo sloned.odfDesignPressure: +30.00/-33.50 Other: Verifled 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 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verifled By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 I S120/S340/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 If 0600-319026-P5 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 H 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.14 I5120/S140/6100/9100/9400/9600 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- bome debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. FL9174 R12 lI 307494 Pll Track Suoolement Chart sloned.odf FL2174 R12 i1 324620 P16lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24'. Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 Ii 0602-319028-136 S.odf FL9174 R12 It 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16lamb 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 Reoort - FL 9174.PDF Created by Independent Third Parry: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL2174 R12 It 0603-319029-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 it 324620 P16lamb Connection Suoo slaned.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 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24' Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0604-319030-P6 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 1i 319040 Pl Post Istall Instructions signed.odf FL9174 R12 It 324620 P16lamb Connection Suoo signed.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 Parry: 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +1S.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. Installation Instructions FL9174 R12 11 0605-319031-PS S.odf FL9174 R12 1i 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Part/: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yes 9174.17 15120/S140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24' Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0606-319032-137 S.odf FL9174 R12 iI 307494 Pll Track Suoolement Chart sloned.odf FL9174 R12 11 319040 Pi Post Istall Instructions sinned.odf FL9174 R12 i1 324620 P161amb 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 Park/: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 II 0609-31903S-P6 S.odf FL9174 R12 Ii 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 it 319040 Pl Post Istall Instructions sianed.odf FL9174 R12 iI 324620 P16lamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 If 0608-319034-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 *0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL2174 R12 11 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sloned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf 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 FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Bach HCKI Contact Us :: 2601 Blair Stone Road. 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. •Pursuant to section 4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public recoil. 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 Tb determine If you are a licensee under Chapter 4S5, F.s., please click here . Product Approval Accepts: 0® 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 0 I1 11111 /!/// io ...... TNa' O . GENSF '• cP No. 46718 STATE OF W 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. If. 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 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation, will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.901 26.80 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-P6 318959-129 318960-P10 318996-136 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'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-137 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation `OON DsFy',, No. 46718 : (P z1z3 l-r 0' ' STATE OF /: 7 Ct 4ORIDA .• ' N 2 ''! S ONAL 0' •. l FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 \.\ Impact Ratio No Yes No No Yes oQ- Table 1C — Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6i-, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 sf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing 9 319031-P5 319032-P7 319035-P6 I 319034-P5 I 319033-P6 Impact No No Yes No No Ratio Table 10 — Doors under Evaluation C. Conclusion 1%Ii(111r//// o A GENSp !LJ No. 46718 ' STATE OF Fi OR1IDP'-" G, E ,S/ONA 1 W. If 12 z31 LA V1 I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51 Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest In any other entity involved In the approval process ofthe product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 1. NON -IMPACT RESISTANT GRAZING. (PION - ABC• MNNW SSB CAZIMC N MOLCED FRAMES SCIPm 13 G 11111112 ANQETOGETHERWITHAIaOANOF (•) F&I• SOM DISTALLED N TOP OR VfMRMBDIATE SOMMIN (1•TM OR T TNDUT DECIMTPOE MISERY* MEETS WWOIL STATIC DES" PRESSURES SIDNN ON THIS ORATYN6 CLADNO 13 G FLAD ANCIt- SMALL HAVE A MAXIMUM MEMO OF 1173' AMC A MAXNUM LFNOTH Or 11,7S. OADNO IS NOT DIPACT It G JAM KOMLeTSSTANIANDDOESNOTMEETTHEKTUKHEHISFORTRACKMNAT-BOOS OEM FSJMCG1 3/1A'1-S L WACT RESISTANT C.ALND OPTION - IMPACT LAC RESISTANT MATING SYSI[L MAT BE INSTALLED N TOP 00I 3 AS OR INTERMEDIATE SECTION ('MIT+ OR MIMOUT DECORATIVE SHORAN) I1SE1111L 0.42NO SHALL DE 1/4' MANRODN-AR CA MN KAT• P0.TCA ONAON TEEQUAL MATWC SMALL HAW A MAXNIOI HOC1T OrIS21• ARID A MA)MM'/ LENCTM OF TRACK XOr. C AZINC IS •1ACf RESISTANT AND 006 MEET ME WELL ENTS FOR W D-BORNE DEBRIS XDMQM LAQ SEE KFAL E ON SHEET 2 FOR ASSEMBLY DETALS SCEM 3NT Ea01 MATID SEC13CM RCOIBOS REINFORCEMENT RRAORIS JAMB BRACKET ATTACKED TO U-W ON WEIR INTEGRAL M (SEE DETAIL 0 SW U 18 CA I-SMI SORTED TO LORRR 1/4-204M• TRACK. 1111101ALASOFSECTIONANDOPERATORSTILETOKBSTAND1/4-2D ICY FACTORY INSTALLED. DISTALLIA STALL FIELD INSTALL (1) A/T AT EACH a JAMB 1 •- 14s7/r MF ORIL N0 GOPIITE SCREW 10 ATTACH BRACKET LOCATION RCAF ISIIUI TO THE INEGRAL Am AND OPERATOR VALE AT THE CMVMAW O THE DOOR PER OETAIL r am am 2. 1 VNri OR ROW NO STOP NAMED A MAIMM OF r O. G MUST OLMW TOP AND BATH EMS OF PANELS I IAMI 7/Ir 10 NUT HEOATW P ESUNES. 4. NET LOOK SLOE LOCIM OR OPERATOR REOURED. 15 CA STIFFENED` S. SECTION SMALL K CONSTRUCTED NTH FOAMED N JAMB BRACEIS PLACE POLYdRETHANE FOAM NS RATION OEIDCALLY SEE ScHoam FOR BONDED TO 30 G 64MUM FACER STEEL AND A OINAIOTY. LOCATION. POLILAMIMATE BALER OR 32 G STM BAOmL END AND TYPE W TO HAVE A MINIMUM 1.1' OCPDL O. THE OCSCI OF THE SLPPOR7NO SDNCRIRAL KEY LICK OR SLDE LOC• ELEMENTS SHALL K THE RESPONS BR)TY OF THE BOTH CALK ((NOT WPRIME59ONALOrRECORDF011THEBUNCORRECNIDV11MqM10NSTRUCIUSANDNACCORDANCEWITHCURRENTINLONCSEENOTE4I. STYE CODESGDRTIRELEADSUSTEDONMSDRAWINGLOCKSHran7. DOOR JAMB TD BE MIDMUM 2Me SOAICMAL CAAOK CADry Lu1GEA REFER TO .MAIM CONNECTION RPPIfIm FDA NDTF. (4 SDCT ON sow ATTACHMENT TO SIP 010700 SIM)MRE DOOR SEE smf 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .040' MOAN LOUVERS N MOLDED ON DOERS METH ODRA FRAMES SCREWED TOCENa WITH A L04MM O• (•) SECTION OUAMRTES AND SOIE' BS 06TALLED ON 1N BOTTOM SECDOL SEEFhl• 1AM2CKM SHEENOTEST 7M5SHEETFOR IP70M LOUWXSARENOTIMPACTRESISTANTAND00NOTMEETTHE REOMELENTS FOR YDD-8011 E DEBRIS KOONS TICKS LOV% Vw SECTION REWT OPERATOR STILE 10 K FACItlNTD 1Y STAIMAT USCMXMAUFW THE OOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE No MOOR WIDTH COCA EIGHTUNNDRYLOAD EACHJAMB (PLF) I IV -if ALL207. a -a3O4 14-r ALL IY- d ALL 4155. 1 -1 11Y-M ALL I 4+29.3 -I44A LLTL11 I I I to) FFFF o PjN O STATE OF No a rtFT - L ![ HMY FINW9NA DIoNE117 U& MMICID MY FOR N41NIUOW O oQDO IQCNMCNK OnAMi I I I I Is CA OPERATOR sm ACKOIfD TO CENTER O 20 G IMD CAP JAMB RAACW SCHEDULE i BRACRIS NEASN® FROM 9011 TOF TRACK DIMENSIONSa lO2S-I a34a45-1 4 a •r aa. J DWM MaL%, ID a21a • a . Sea 4 a• a e3-I 4 aa+ a a • JB47-1 t9SraO. 7S aa 1 a 21-3 4' a . 2•a 4' a 4s a 37-1 4' a B 73-1 aH Ng1E snov POLLOWM ONENSON OFMOTU SATEDJAMBBRACKET ATTACHED TO TRACK WITH //4-200/Ir TRACK e0.T AM NUT. rOLAGAINe ONOLSION DENOTES ISACK INSTALL Awe BRAOST imim ED N 111/nDMLY SLOE No ADOTONAL HAROBAK 1111013) AD ATTACH 10 WACK. DOM BM NCH LIFT. ROOT RTOL ND/KR OKAUR THAB It N HDCBT RWURE USE OF CONOUOUS HALL ANCL UK SIPPLOADIT TRACK CHART FOR DETAILS STATIC PRESSKWE RAINGS APPROVED SITES Wayne sc DESIGN 2580 -2680 M" HDTM: 1C- 0' Dalton. ,E5T (PSF t3A85 -43.2G K1A% NENQIT: Kr_B• GARAGE DOORS 0 R S RLPACT/ CYOUC RATED (YLS/NO : YES MAX SECTOR HEKW. 21• MODELS 5120/9100/9605 Siam or OWI EAD DOCK CORP VC PCOSC A nANDADDISON AO330H WINDLOAD SPECIFICATIONOP71ONCODE02300474-WED i D NICK POCK UPOAIm DBE GU° aKI r 0/10/ 10 ING PART NQIREV. 318960 P10 13 OA ADJUSTABLE TOP PLACE7nU(-(BM OYEIt OWEORAI HOB 13 CA ADAISTABLF lily[ Jt1. DXC1 • • Ir1OUE5 EAf11n fAOY1NCHICIPUPWARD TOP Funum O go- OFY-1AN / AND ATTACH THRU CND CAP AT rDM (1) 1/hUAl/e' EACH CD rTN (1) 1/rlls) / CR... S77EM5 a1r Om1B70 PIUE r FOR STAtDMD TRACK AND (3) ORIUJNC tKIE 50E,4 FOR LOW aHMF.TOROOM n1ACt ((1 Gi NOCH ARE USED m ATfAO® DE TOU DETAIL A BRACKET AS 900), LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACIWD 10 M15ED OISY H)H IIfATPRE-fUNOHED HOLES IN Top DE U-SAA U-BAR OVER RIMORAL DB WITH M SECIIOU _ 11WIM (]) 1/r1.r3/e' CDPTIIE stl1L114 THE (0) PRE-OUNCICD HOES EACH 06 CA REINFORCEMENT UA 1(EIYIiO Holt IN AIDC TO FHARtE FAONC UPWARD AND ATTACH THRY 00 ORAGET ATTACHM PROPQ NNMOICIT ti7Rcumm CM AT EACH END WITH (Il ,/.-107/0' NTH (.TV.-1..T/ 113CAHRMATTAO® EyCEPTIOW U-BAR P ACED OE RSTOPSELFBlErll)N n(2 ` WITH N) 1/*•I.M/e• 108 ON THE BOTTOM SECT STALL COLT THROUGH BOTNCRHMPTITE50,110 C2 BE ATTACHED INNS M CAP AT EACH BRACKET AND U-BAR) WHICH ME fAC10lY CD will (1 l.aT/p Stl/ DRUM ATTACHED) CKDMP 1 E SblElf LOCATED ON THE DETAIL G BOTTOM FLWC[ Of THE WAR m 1• N1A011 S11rLCAIN INSTALL SOEHS AT DREW ENDS¢Or THE ROLLLU WIN 4-1/2- STEM DETAIL R AM ALL U-BMS SHALL BE INSTALLED CH SECTIONS IWOI 7D INSTALLKND IMPLIES SIOa AND TOP FORCE IX THE Y-BABS. SEE HMATTACENT MOMS OU THISM. It 011 NMI¢ ATTACHED WITH (S) 1/r2D0/20@P117ESFACTO (1 O INTEO((RA))L INS AND AA/eTFA04OMYIDTEI/St3TEWS THRUHICHAREIAC10I'f FK-RWOH'D hV= ATATTACHED, 3 Of rOCH EACH INTERMEDIATE MVEMEFIEDDLSfAIEDINTOLOGiKOH (1 T0R1 NUN¢ COP IF.LF, AID 1 OF MItCI C 1E10 MSIAUM O' U-BAR AND 8017011 Tom PRE-PU RCHED "m IDHCE LEW AND I nHRT TIED OF U-BAR AND10u D TAIL C omem T® or mmom) t2 CA BOTTOM BRACKET FACTORY ArFAO rM ' 3 1 rIL5/ MACE U-BM OVER piEOlAI RB YII/I NOTCH DOWN m C1LM1 BOTTOMn1EORACMANDATTACHTHLL) END CAP AT EACH ON NM Et) 1/r11d/O' Alf ORMOO = 4-11 AS fOl SPANK IESEfANItf. j/ MD RISE (1) 1/1-I.-/- SELF WTTDM BRACtET YYST BCSCRE"m m BOTTOM . • ORIWNO Ci7tPOlE SCREW ACROSS THE THEBOTTOMOFTBOTTOM WAR AT All rM EACH PAE-MOOED HOLE AT CNRY 1) 1 rIUt7 SIIf DQ Q HN¢ LOCATION. USE FI) ,/.-2006/0' CRIM IM SCREW AT AL( OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETM THIS SECT. ATTACH BOTTOM BUCKET m 6or7oM u-IlAR N7N W • 1/ r1a1 ATr DawHN IMPACT ROTTOM RRACKFT 1 '% g AMP ORILR10 CAMPTITE A7MBEOFDOORTONSTRUT k OPERATOR BRACKET, M } STRUT L AY3EW ONLY RFOUOMLO ON IMPACT DAM SECTIONS SEE NOTE 1 SHEET 1 . . DETAIL F U-PAR ATTA(HMf N1HOT M 1. ALL U-BARS SHALL BE PLACED 0101 ATTAOED THIN PAE-WNC ED HOLES • ODIP ITE SCREWS AT EACH OIIFAMEOW 1/ r14•7/er Alf QXLU CODOOTE S CAMP roarrT BOTH U-BARS ON BOTTOM EAa7/ YIN STAINLESS SOhY/ S WITH STAINLESS • • • BACKEDRR®BEU WASHERS • . 3- 1/S- C.CAAX P: ucEnsF •.•,i % e• BEAD smeroAAOSEALANT OEQUIVALENT OSTATE OF ::( FAC M RYWf 1F1 Ft 7NO OIDs01T 1 raRm4 R M tF0 WI N117/• 0. 1 M1. Off- STROCRRAL DECO ATIOE ONEU _• . CAUTION 71101 DETAIL c 3) SECTION Cows FAStEPRiD It WITH • 3•. 1B G, tunas eDOAR.! NMADR[R ¢yOLOCATED INTEGRALless AS we 5/10/0 SDI PS ADDED IN r) SECTION DOORS ANED H D Y. , oDIFEDHIT MD NSI MOMS STATE THAT LOCATED OVER NOT IMP AFfESHOWN AS OIE •/•/ 07 A. MM AMID 1/ rl W' /i LOCATION. ( 2) 11 EACH END M - CEE OOIPRTE SCREW APPROXIMATELY E FROM EACH END FOR DOOR WIDEN! OREATEIR THAN PY-O. HERE SHALL BE A TOTAL OU (20) S0ETM4 ATTAOWHO EAOI WBAR EIfCOT BOAR U-OARS OI 6 YISSECUON 91A11 NAK A 10TA1 S (,• STEMEACHFDRDOORWID1NSlBSMANO1EQUAL11= C. TEIE SHALL BE A TOTAL OF (Tel sOEYf AiTAOOHc EACHU-JAR OSPT SOUP V-SAILS ON BOTTOM ¢CHIN NCH- SMCTURAL DECORATIVE SHALL HAW A TOTAL OF (14) SCAEBS EACH. OUTER ON" TRW L r7H THE COCCPRON Of UE (e) PRE-PYROHED HOTS O 1/ 1' POLYCAABONATE THE TOP OF UCH H ENDWILDFURATTACMEOTOF THE ROL LH SOM AND Im • PRE-RUIOIED HOLES a TIC SOTOIS Of EACH DID USED I& THE ATTACHMENT OF THE m FDf1UAE AND UNLESS NOTED OWERMSE ON THIS SPECIMAUM ORA1100. ALLPRE-PUNO® NOES O ALL YiMS SHALL HE ATTACHED TO THE DOOR 13TH I/.-t40/e' CRHPRTE SOElm 1 18 CA U-LAAS 91ALL ¢ STAMPED '.•' AP ROONATELY • FROM EACH END SEADC PRESSIIUL RAIWGS 1P'PR01, LESION (SFb r25.e0 -2680 MAX SIDDt Wayne Dalton. TEST ( f36.63 -.3.20 MAX HEIGHT IMPACT CRATED ( YES/NOk YES MAX SECTION O ARAOEDOORSMODELS5120/ 9100/960! VIINDLOAD SPECIFICATION OPTION CODE 0230 To S/ 1 Am'? 4116 PART 318960 P10 PLICE PLATE LOCATION e SEE SCHEDULE 14" MAX t 12" MAX 12" MAX 12" MAX 12" MAX 12" MAX T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. D17ATW 1 KOWOR PE 437R CO,ROY ROAD 1Pp Mo1N1 IIVC ,RODPLP[ 77PID TX DC 117814 PROiMCKkL INME! l SEAL PRKNDED OtY fOR vountA1101+ ? NaALAO ORSIR,CDON O1TAed CLIP DETAIL CUP LOCATIONS SEE SCHEDULE 13 GA MIh CONTINU01 WALL ANG 11 GA MIN CUP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE rol 13 GA MIN CONTINUOUS WALL ANGLE No. 77945 y - STg7tOF • ORIDA•,.•' ONAL ENG 1CK 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 1' wou R - DESIGN PRESSURE CHART VDOORi MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REVISIONS rmar- X-CUPS-7i%AS ANOLE 12 FOOT LIEDe/11/D3 DATED FORMAT. CASED ALLOWABLE MURES TO DOS-W= PSF FOR DDDR T007145, ICED gVAS WALL E' TD 'rANTINUOUS ANGLE'. ADDED GTRATE MOUNTING FORMAT. S 9Qoo M 011EALAY UPDATED MODELS IED IM CHARTS. IATI:D SPLICE t COP 10/05/07 IPOATED CHARTS TO MATE THE USE OF 08 #9 ACROSS THE UPDATED STEEL 1PANDED 1-1/2' 70 Ie' MOOR THICKNESS IT UP TO 14' NICK 12/11/De UPDATED TITLE x e/2/f0 11/15/13 UPDATED TITLE ue/15/17 aVAlone DATE NAME Imm DRAWN B/21/G7 GRT VIRAGO CHECKED B/2T/07 NRB SHEET 1 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. ENSACOLA. FLORIDA 32514 830 47,_"o 307494 P11 2 3/4" 31" EDGE DIST 1 8 2-2- E60XX MIN. l/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" tTRACKWALLANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2TRACK CLISPF (G=0.42) OR BETTER AT EACH1/4-20x9/16" HOLE OR PAIR OF BOLT ANDHOLELOCATIONS1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BEMINEDGEDISTATTACHEDTOSUPPORTINGSTEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 4" 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 4 /4- 20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK CUP DRAM( 4 KCR ISH' PE4575COUWTI• ROAD 160 MOUNT HO•L cm R R T790 TX PE 117886 PROiCSSONAL EMMM 'S SEAL PROMOED OILY FIMAS]NICA— OF RROLOAD COHSTRUCTMN OETAII.S 111111111j/// Qv V%CENS y: No.77g45 - STATET •• OF ORMP,. S/ANAL rcNG`• Wayne Dalton. GARAGE DOORS TRACK SUPPLEMENT CHART BS ADDISON DRIVE PE^'(5D;; -Mol2ll, i REVISIONS 2 INCHICK—CLIPS-TEXAS L ANGLE 12 FOOT ATM P 0/11/0 UPDATED FORMAT. " REASED ALLOWABLE SSURES TO 1.00%SLOG PSE FORDOORV40THS WGED "TEXAS MALL Xr TO -CONTINUOUS 1 ANCLE'. ADDED ISIRATE MOUNTING AIL. CHANGED TO A HD ANCHORS r 4/2/07 CHANGED FORMAT. ED MODELS "DO 0024 MATH OVERLAY TRACK CLIP ODUIE 0/21/07 UPDATED MODELS ED IN CHARTS ATEO SPLICE dt CUPIEDU20/ 00/07 UPDATE MOUNTING AIL DRAWWCS f 10/O5/D7 UPDATED CHARTS TO IILATE THE USE OF N pAaB(RE TMEEDut0. 10/ 24/07 UPDATED STEEL JNTIHG DETAIL 1 04/11/OB EXPANDED 1-1/2" TO I/ I• DOOR TMOWESS UHT UP 10 14' NICI. 12/ 11/08 AODED MODEL 0700. ATED TITLE BLOCK 2/ 10 UPDATED TITLE CK REMOVED CURT. 11/ 15/U UPDATED TITLE OL10/ 15/17 SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 1150) 474-9890 JKp STATE OF 4, F c 0RIDN - - -- 10NIMUM 2a6 y il SOUTHERN 1'O1E MAY$& A KCIINM. PC m CDYYIY IIOAO MO Y 779 IICPL C411DRPErna111Ht1111se PF"MONAL DIC:YMrS SCAL PROMM D4Y FCRvalFw.A¶om S w x w OOammimt CE7ARt B' MA S' MAI BpiL%AD70 LOCIC 2-3/4• J 2) 3/8' SDIPSON TrtON HD SCREW ANCHOR WITH A 1 1 4' WASHER AND A MINMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. OrIAR LMINh11P12300PSIf1MIR71E1T MOTE:, MAIBMUM DESIW LOAD CAPACITY OF 2003 LBS SEE DETAIL9 1. 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCINO SYSTEMS. DOOR V407H MWWUM 2a6 of NEADEA L00( SOUMERN P BRACXETWM 4) 3' 9MPSON nTEM NO SCREW ANCHOR WITH A 1-1//1• WASHER AND A MINIMUM EMBEDMENT DEPTH CF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. 0ETd1L2 YIN1M1»I 200A P51 Gppirt Rllm d1U MD.g: MA)amum DESIGN LOAD CAPACITY OF 240D LOS. P17 UPDATED TITLE BLOCK ESC 6/13/17 MINWUM 21 03 AMT LOCKSOUTHERNPINE LUMBER 1' 4' 4) 3/B• DIA. LAO SCREWS M1 H 1-1 4' O.D. WASHERS. LAO SHALL HAVE A MINIMUM PENETRATION OF W1-9 UNTO THE MAIN ORT MEMBER. MEDodd_] ISSUE DESIGN O D CAPACITY OF 2430 LBS SHEET I OF 2 rxrnrcn JAMB CONNECTION SUPPLEMENT DRAWING PART ND. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 flRAttE 1 Kge.91. IJE 47TL CWNN RK,C14. MpMiNO, H n rc W11 rn.6 TE rE mllu PROFEno" L 01 C IE11Y UAL PWWWO N&Y FaR wMCAMOO OF wwDumC K wimanw wrALi MIN 25M PSI CONCRETE Ne7Y• MAK ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3 4' OFSLJPPORIWCSTRUCTURESHALLMp,I ED4 qS1 BETHESOLERESPONSIBILIOFTHE PROFESSIONAL OF RECO FOR THE STRICTURE a a' 3/ 8' SIMPSON T1TEN HD. 2- 3/4' MN EMBED. MN 6' BETWEEN JAMB BRACKET LOWIDN JA BB BRACKET 1/ 4-20,9/16' TRAIX BOLT AMC 1/ 4-20 HEX N TRAIX aarL n,raAeYr ueUMTNe erTin MIN 2 K 4 SPr (4ti0.42) OR BETTER WALL STUD NOff MAX ALLOWABLE FASTENER LOAD YAY EXCEED THE DESIGN LOAD Or THE STRUCTURE. DESIGN OF SMCITING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE - j KO S P • v1,GISE y Q t4o.77945 ! kl; TAlsOF0 SIONAL VI6' LAG CH SpREW WITH 1- 9/3STUD((2• EMBED )DN CENTER OF CH JAMBBRAbCE1LOCAORORTIONJAMB BRACKET t 4-2IMEX 6• TRACK AND 1/ 4-2N TRACTK emrrl wnen utflM7lue ecru, u.r . 20 Re PER •. FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT i i REVISIONS P17 UPDATED TITLE BLOCK ff Esc 6/ 15/17 i i ORAVANG PART N0: REV. 324620 -' P16 j 1 /2/2018 4 tmMMN Q d 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats h Fads Publications FBC Staff SCIS Site Map Unks Sear. b r Product Approval USER: Public User 1 Product Aooroval Menu > Product or Application Search > Aoplication List > Application Detail Florida Building Code Online FL # F1.19715-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick Ni 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 O 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 7. Validation Checklist - Hardcopy Received Certificate of Independence FL1971S R3 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994. Equivalence of Product Standards Certified By Sections from the Code hops://Aoridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtvA°,62bxmzklhGufBVSnRNMfoIDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 Florida Building Code Online It Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL1971S R3 It SWD002 SS 2017-06-1S.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER487S SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 00 ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1971S R3 It SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER480S SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1971S R3 It SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971S R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes B k N 1 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-4117-1824 The State of Florida is an AA/EEO employer. Cogvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Oepartment with an email adde 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 Oepartment with an email address which can be made available to the public. To determine If you are a licen: under Chapter 4SS, F.S., please dick here_. Product Approval Accepts: El `, ®:t-, Credit Card Sale https:Hfloridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXOwtDgtvA%2bxmzklhGuBV5nRNMfolDM5dhG310CYhZgZSGolvg%3d%3d 2/2 ONE IS) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHI MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAMMUM SIZE USTID. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCEOF 11/2 INCH THE DEPICTED LOCATION t S/AONG IN THE ANCHOR LAYOUT DETAILS I. E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SKIM AS REQUIRED AT EA[H INSTALLATION ANCHOR WITH LOAD BEARING SHIM($). MMAMUM ALLOWABLE SKIM STACK TO BE 3/3 INCH. SHIM WHERE SPACE OF V16IN04 OR GREATER OCCURL SNIPAS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD SCREWS on 12 GAUGE ROOFING NAILS ORIOC COMMONNAILS OFTVFiIRT LENGIN TOAMEVE I-I/21NCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. INSTALLATION SNAIL MAWTAIN MIN. 3/P EDGE DISTANCE. t FIN INSIALLATION: FOR INSTALLATION INTO METAL STUD IRE CB N' LNG %AMK, OF SUFFICIENT LENGTHTO ACHIEVE A MINIMUM OF 3 RLIMI KIN DEI'ONO METAL WALL INSTALLATION SHALL MAINTAIN MIN 3/3- EDGE DISTANCE THROUGH FRAME INSTALLATION: FDA INSTALLATIONINTO WOOD FRAAVNG USE RSOWOOD SCREWSOFSUFFICIENT LtNGTHTOACHIEVE I.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATL I THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX ISM TO CONCRETE/MAWNAY,OR DIRECTLY INTO CONEILMMASONm,USE 61NCH DIAMETER ITIN TAPCONS OF SUFFICIENT LENGTH TO AC IEVE 1.2/41 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4• EDGE DISTANCE. 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAMING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUMOF HREAgPCNSRAIION BEYOND METAL WALL• 10. MINIMUM EMBEDMENT AND EDGE DISTANCECICIUDE WALL FINSSMEL INCLUDING BUTNOT LIMITED TO STUCCO. FOAM(. BRICK VENEER. AND 40WG. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE ML67 BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATINGSILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PROPUCf SHOWN "CREW IS DEIGNED AND MANUFACTURED TO COMPLY WITHTHE6TH EDITIONFLORIDA BUILDING000E ( FBCLEXCLUDINGWHIZ AND HAS BEENEVALUATEDACCORDING TOTHE FOLLOWING: AAMA/VmMA/CSA IO2/LSS/A"NOOB/11 2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY. 2X FRAMING, AND METAL FRAMING AS A MAIN WINDFORCE RESISTING SYSTEM GABLE Of WITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS To THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of INSTALLATION. 1 IX AND 2X BUCKS [WHEN USED) SHALL BE DCW-NED AND ANCHORED AS SPECIFIED HEREIN. AMR TO SHEET 6 FOR FURTHER DETAILS OF BUCKINSTALLATION. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN MON41VKZ AREAL IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIANLLDADE RER OR ANN. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT W AREAS REQUIRING IMPACT RESISTANCE. L WINDOW FRAME MATERIAL PVC L2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCDRDANCE WITHTHE 6TH EDITION FBC WOOD INSTALLATION ANCHORS INTO MORTARFOWM EDGE DISTANCE IS MEASURED COMPONENTS SHULK VE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR FORM INTO FACE SHELL OF OR SHALL BE CIS A DURABLE SPECIES AS DEFINED IN BLOCK CARER 23. U. INSTALLATION ANCNOMSHALLBEWSTUIEOWAt[ ORWNCtwrtNANCWR B. GLASSMIMTHEREQUIREMENTSOFAmAE1aDo MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHUT NOT BE GLASS CHARTS. SEt SHER 6 fOR GlA21NG OETAIti USED IN SUBSTRATES VAIN STRENGTH$ ULU THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF QSS. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH Of WED PSL C. GROUT.FILLtDCMU- UNIT STRENGTH CONFORMS 70 ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 SI AND GROUT CONFORMS TO ASIM C 476, MINIMUM GROUT COMPRESSIVE SMNGTH OF 2000 PSL D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTOASTMC-SD WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 SI. C. STEEt • MINIMUM YIELD STRENGTH Of 33 KSL MINIMUM WALL THICKNESS OF 47.9 MIL I0.0478' or ItGAUGCL MIN.1/e• COG[ DIStANOE. F. ALUMINUM - MINIMUM ALLOY W63-75. MIMMUM WAL THICK MESS Of I/16•. MIN. in, [OCAS DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUT$ VERTICAL A HORIZONTAL SECTIONS (NAIL FEN) 3 VERTICAL A HORIZONTAL SECTIONS MaOU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, A GL AZIN5 DETAIL MAX OVERALL SM COMM.RESSURE DESIGN AHISSL.f IMPACT RATING WIDTH NEI6HT 36• 4. 0/ X 35 / -35 PSF NON IMPACTle' W OM 50 / -50 PSF NON IMPACT 30' 7A• O/ X 50 / -50 PSF NON IMPACT 3r 7r O/ X 35 / -25 PSF NON IMPACT ALL• 6rO/ X 50 / -SO PSF NON IMPACT MB' 72' O/ I( 45 / 45 PSF NON IMPACT AY N' O/ X 20 / -20 PSF NON IMPACT Sr 7r O/ X 25/-25 PSF NON IMPACT w 83.7V OM (ORIEL) 35 / •35 PSF NEON tMPARAB' S6• Ont ( OAM) 20 / -20 PSF NON IMPACT 7r 6r I O/X-O/X 35 / -35 PSF NON IMPACT7r or Ont• O/X 35 / -35 PSF NON IMPACT76•R?4r O/ Xont50 / - 50 PSF NON IMPACT 76• OnEo/X 50/-50PSF NON IMPACT 76' O/Xon( 25 / - 25 PSF NON IMPACT BO' OnLon( 35 / •35 PSF NON IMPACT w O/Xont 30 / - 30 SF NON g, TDB•O/X-O/ X.O/X 50 / -50 PSF NON IMPACT ForonL-onlo/x 50 / - 50 PSF NON IMPACT o/XonlanL 25 / -rS PSF NON IMPACT rSilverl.ine 1,,Mdersen ee.•.Neee• 0-4 sn•ClAoc *" A raTH wA.swulL w 0"I M LT•.:105-wo F- c rT`- ST<. 111111"%% R n > T two 40 Ip z NcN3OpIORY VWW oI A" F. N"me.PE SWD002 01.01 ,Iwnam ."va0° '""" FL#: FL29715 Dula: 2M7.06131&119AaODSHEET. 1 OF 6 MAX FRAN HEIGHT 9! MAX HEI6 MAX FRAME WIDTH 4D' ELEVATION SINGu HUNG WINDOW MAX FRAME 4 S WIDTH 96' 4 S ELEVATION TWIN SINGLE HUNG VANOOW Inv rN QUALIFIED CONFIGURATIONS ARM Tor CONRGURNTIONS FOR ALL ZM.4901 RATINGS, swGu uNITCommunoNS MAX FRAM HEIGHT 91 MAX FRAME WIDTH4B' ELEVATION SINGLE HUNG oR7El WINDOW MAX FRAME wsaTH roe• QUALIFIED CONFIGURATIONS ARM coxnGURATIONS FOR AU ZM49T RATINGS„ TWIN UNIT CONFIGURATIONS F s 4 MAX FRAME HEIGHT 84• L L IVA s ELEVATION TRVu SINGLE HUNG WINDOW 91 SilverLine fldrlkll io.[ sn.Fav[ olsrF I. o.rr..uNsvinl,w oaol yL+ e 3mi = 4 n p . o yr- - 11ab 1111T`, II 1 a C, ch pVG It SWC) 002 BEET: 2 OF 6 2• MAX. FROM CORNERS L Ir MAX O.C. lY MAX O.C. r MAX 4 1/r MAX CO as-1r I r— O.C. 4 1/r O. r MAX FROM CORNERSL jwrt..r..ruatf.tereonr rMAX s...u.t...oN.lonuvoc FROM T.(... ).vY...4 SLL CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW LE MAX FROM COO RNERS — r r—r— 27 N O.C. O MOM CORNERS I 1 2W MAX. O.C. L 6• MAX FROMCOME0' L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW V MAX 1 FROM J CORNERS 41/2' MAX. O.C. ANCHOR LAYOUT NAZI FIN - TWIN SINGLE HUNG WINDOW I' MAX. FROM — CORNERS 6' MAX O.C. 1 1-MAX j FROM J CORNERS 6• MAX U.C. ANCHOR LAYOUT HAIL FIN - TRIPLE SINGLE HUNG WINDOW 6• MAX FROM 1r MAX. 12 3/4. MAX CORNERS O.C. 16 U ANCHOR STRAP 6- P/N 50.2995.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWINSINGLE HUNGWINDOW ANCHOR STRAP P/N 50-2995.2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME-TRIiLE SINGLE HUNG WINDOW SW0002 BEET: 3 OF b CONCRETE/ MASONRY BY OTHERS 1 in. MAy EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. EDGE OUT.#9 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FIMSH BY OTHERS MAX. PERIMETER \ 5MISHIM SPACE SEALANTUNrT / BY OTHERS 1 HEIGHT EXTERIOR \ IINTERIOR 1 SEE Gu2iHG DETAIL, SHEET6 VERTICAL SECTION Q IIEAD-UWOODSUCK NAIL FW SEE 6LAZi246 DETAIL, SHEET 6 EXTERIOR INTERIOR OA. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4' MAX, EXTERIOR FINI5H SHIM SPACE BY OTHERS US WOOD SCREW ......... . INSTALLATION ANCHOR 3/8' MIN. t WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FOX:---- p. CONNECTIONDETACAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY Q2X 1 , M1.N. BY OTHERS WOODBUCKBYOTHERSEMBEDMENTq VERTICAL SECTION Q SILL - 2X WOOD BUpr NAIL FIN 1/ 1' MAX MIN. 3/8' EDGE DISTANCE SKIM SPACE SASH RMFORCD45 . ti SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE 6LAaNG PENETRATION BEYOND DETATL SHEET 6 METAL STRUCTVRE INTERIOR 98 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, i It SEE SHEET 1 INSTALLATION NOTE 10 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH C HORIZONTAL SECTION Q IAMB. METAL STUD NAIL FIN SilverLine t- Ancier wn KII '_ A =- Iftu E 0rvF M h WiWOD yG+ o n8 N gag o o v a 0 2 S mJ G rl 10 4 i a Its m w / W Z - 4 N p v m d LL ZW xLu C n w o N R S2 NZ vG 9: SWD002 ffT: 4OF6 010 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN • CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT /_ BY OTHERS / O.A EXTERIOR / UNIT / HEIGHT I SEE GLAZING DETAIL• SHEET 6 3/4• MIN, EDGE DISTANCE 2X WOOD SUC1U'STUD BYOTHERS SEE SHEET 6 FOR I/VMAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6FOR REQUIRfMENTS SEE GLAZING 11/ 2' M17y DETAIL SHEET 6 EMBEDMENT INTERIOR U4• MAX . SHIM SPACE _ INTERIOR VERTICAL SECTION S HEAD -2X WOOD BUCK THROUGH FRAME SEE 6LAZINS DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP. AT TWIN 6 TRIPLE CONFIG. ONLY, SEE O. A. PLAN VIEW -ANCHOR STRAPUNIT P)N 50.2"5.2)' DETAIL AT HEIGHT RIGHT FORINSTALL REQ. PERIMETER SEALANT BY OTHERS 1/ 4• MAX SHIM li EXTERIOR FINISH BY OTHERS • :, '. ; PRECAST SAL 4 , BY OTHERS . 3/ 16• ITW TAPCON :4INSTALLATION ANCHORnf3/ 4• MINA ° EDGE DISTANCE p VERTICAL SECTION 5 SILL • CONCREWMASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• EDGE DISTANCE 10 64. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED l- MVLLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR ` PERIMET'ER SEALANT BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUSUSTUD OR APPROVED MULLION THROUGH FRAME 5) $" 4 PANCAKEHEAD SCREWS FROM STRAP TO 4.00Op 4,0000FRAME. HOLES PROVIDED 2.0000 2.0000 TOACCOMODATE014DIA. 0. 500 0. 0620 0. 0. 7500(Z) v i 3,0000(2) i 6,0000-- INSTALLATION ANCHORS 11/ 4• MIN. FROM ANCHOR STRAP TO EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50.2M-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. I ANCHOR STRAP ANCHORIIJ6 REQUIREMENTS: A, FOR INSTALLATION TO CONLAETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN, 1.1/4• EMBEDMENT. MIL 1-3/4• EDGE DISTANCE, B. FOR MSTALLATION TO METAL STUD. USE (4) 010 SELF-DRALIN6 SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) tI10 WOOD SCREWS PER STRAP. MIN. 1- 1/2• EMBEDMENT, MIN. 1• EDGE DISTANCE. SilverLine IeAndL: rsen 9711 Eft" am Naa+ M00404.ncc1430"Al n. mr1 •nmo0 um O 41 V _ hx cNm w G W ` S kL dae e M W A d 1= a c d p * rv-_ .`v mV1 m2 N c NG a: SW0002 1EET. 5 OF 6 INTERIOR INTER-4IORSMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING ma 6 INMRMEOWTE FRAME MUI,10 I- ALUMINUMSASHAMFORCD46 IS REQUIRED FOR THE FOLLOWING SIZE/RATIWS: 48 X 72. (O/X), DESIGN PRESSURE •/• 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35PSF 38 X 74. (O/X), DESIGN PRESSURE •/• 50 PSF 38 X77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X84, (O/X-OM, DESIGN PRESSURE •/_ 35PSF 76 X72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-OM. DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 3 C-STEELINTERMEDIATEFRAME'LARGE'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATrw-c 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGs: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF Silverline NOTE: aAndersen ALL. GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE• r. • . • •. 04 anK+at•4aM w•m u.e .+na. w a or S UYIOOD 5/8' O.A. I.6. GLASS EXTERIOR / INTERIOR I MIN. GLASS BITElO 1/r 1/8' SETTING BLOCK GLAZING DETAIL I 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 IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITWTAPCONANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER 11/4• EMBEDMENT r MIN. EDGE — DISTANCE ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11MIN. EDGE oI5TSTANcE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL wo ^ N P-v ov XE N N•p Wi it 572 L.. aS- O F' zZ Ada = L G T a Z ua <~ DW6 4: SWD002 SHEET: L OF 6 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' g F. O '0 i z O , 7 OP:'• : 4i'. &/ONAL Hermes'OlJk MM, P.E. Florida No. 73778 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 q 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 61' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6"' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date. 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization f#: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization q 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 ii: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL#: FL19715 Date: 06/14/2017 Report No: 4875 Nailing Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. Pc = 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 PIOPIOA OGRARTMGNT OF JL Business & Professional RegulationDR HO'lE BWi ORFR OArR 01L'191Ohs Florida Y ®Product Approval I USER: Public User Product Approval Menu > Product or Aonllcatlon Search > Application Us t > Application Detail FL # FL13192-RS 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@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@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. 41' Validation Checklist - Hardcopy Received Certificate of Independence FL13192 IRS 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 RS Eauiv RIO-2692E-17 ASTM C1186 eouivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS ti CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 RS It ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 RS II ER RIO-2688-17 Plank WSP Sheathina.odfDesignPressure: N/A FL13192 RS II NOA 17-0406.06.odfOther: For use In HVHZ Install In accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePiank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FLL3192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 It ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 RS II HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 RS 11 NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL1319Z RS It HardieShingle- Installation, odf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 RS lI ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS It HardieShingle- Installation, odf DesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS 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 HVH2: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 1I ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVH2: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 RS H NOA 17-0406.06.odfDesignPressure: N/A Other: For use In HVH2 Install in accordance with NOA 17- FL13192 R5 It Prevail-Lao-Siding--Installation.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes O Next 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. Ifyou 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 850.487.139S. 'Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed underChapter 4S5, 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., pleaseclick b=. Product Approval Accepts: i® Credit Card Safe Florida Product Approval PrevailTm 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. PREVAPREVAILLap5°u`" MULTIFAMILYSIDINGPRODUCTS Siding l INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH il 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 saturated may result in shrinkage at butt joints. Car tanks on 1Carryedge. P9Protect edges and comers from g e. The manufacturer is not responsible for damagecaused by t anting station so that wind w bbw dust away from user and others b workingarea. 2UseoneofthefdbwbVmemods: a. Best I. score and snap it. shears (miuml, electric or pneumatic) b. Better: 1. oust reducing circular saw equipppped with a Hadebladeru saw blade and H1FAvacuum extraction a Good: I. Dust reducing circular sawwlh a HardleWdosaw blade only use for low to moderate cutting) Cut amity using score and snap, or shears (manual, electric or pneumatic). 2Position culling station Inxallmlitafedarea NEVER use a prover saw indoors NEVER use a circular sawblade that does not carry the HardeWade saw blade trademarkbreaks NEVER drysweep —Usewetsuppression orHEPAVacwm ImportantNote: For mardnwm protection (Imst respkabte dust production), the Manufacturer recommends always usNg'eest deed cuft methodswhere feasible, improper storageand handling of the product. NIOSH- approved respirators can be used In conjunction with above V practices to fuller reduce dust exposures. Additional exposure information Is available at www. pmaLldi g com to you determine the most appropriate wbfrg method for your lobrequirements. If concern stilledsts about Wsure levels or you donot comply withthe above pradaes. you should allays aonsuh a qualified Industrialhygienist or contact theManufacturer for triter Information. mourn GENERAL REQUIREMENTS: Prevailn lap siding can be installed over braced wood or steel studsspaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevallTM lap siding can also be installedover foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water - resistivebarrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. Themanufacturer 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 d greater than6' is required (fig. 3). Maintain a 1" - 2° clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs. 4,5 & 6). Maintain a 1/4' dearance between Prevail I" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum V gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.8). 9 Construction Concoction Install kickout flashing at roof -wall junctions (fig. 9). water resistive banter tal-In bran Adjacent finished grade must slope away from the building In accordance with local d ar 24' o.c. maxbuilding codes - typically a minimum of 6' Inthe first 10'. thing Do not install Prevailn products, such that they may remain in contact with standing water. Prevaiff lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, inducting commercial and multi-fanuly projects, where the span of the wall is significant in length. the designer and/or architect shouldtake into consideration the coefficient of thermal expansion and moisture movement of the productin their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products' at www.JamesHardie.00m. INSTALLATION: JOINT TREATMENT Required for Factory BuiltColor Rnish, 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 but building code —Apply caulk In accordance with caulk manufacturers written application instructions. a water - resistive a banter r •' fastener Installe 1 114' starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk... WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which Is known 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. areathing excessive amounts of respirable slUp duet ran also pose a disabltg and potentially fatal Tung disease celled slficosls and has been linked with other diseases. Same sWdles su gest smoking may increasetheserisks. Du n''nnilg InslegaUonorhandling: 1) workin outdoor areas withampb ventlaUon; (2) use fiber cement sheers for wUing ar, vArerenot feasible, use a Hardiedade' saw blade and dust- dudrg circuWI sew attadred to a HEPA vawum () worm others In the immediate area; (4) wear a property fitted, NIOSH approved dust mask or resplrelor (e g. N 95) b s000rdantxi with appipble government regulations and marofacorter IrrsWcticrts to fuller Umlt respirable aUlp exposures During dearwp, use HEPA vaanans ar wet deanup methods •never dry sweep far further information, refer to our Installation InsWctbns and Materiel Safety Date Sheet available al www.prevallsiding.com or by plting 1.977.23&7528. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. amsmm PR1007-P114 7/ 10 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counlerflashing requirements for clearance between the Prevail"' products and ' ' ' aM deoking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure sg manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the sh d ater roofing and the bottom edge of the febenier Figure 4 aiding fiJkb. a.lwe siding and trim.gnterFigure6 concrete Maintain a 114" clearance between the bottom of Prevail"' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do(to 114igap Cashing vantage"' lap siding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck material IFi. 1 1V-2' Figure 9 KICKOUT FLASHING s"° <. 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 rash"d a sidewall. The roof must be flashed with eamemm step flashing. Where the roof terminates, Kldc&A" g install a kickout to deflect water away from the siding. 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 Flashingt To prevent water from dumping behind the siding and the end of the roof intersection, install a Nickout" 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 HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" --- O.C. max. 024FI., Figure 10 Figure 11 1 114• min. stud water -resistive overlapMinimumoverlap barrier for Both Face I I and Blind Nailing i I k I 3r4-_1•- IIo min.1 1r4" face nail overlapTIIwateri'esistiveI barrier1114" min. 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.poonline.com. Also see General Fastening Requirements. P214 6110 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 ofwater, or in very humid climates. PNEUMATIC FASTENING PrevailTMproducts 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 flushmount 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 forinstallation 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 youare 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 0 addnaildo not under DO NOT Figure A Figure B drive nails sT"LE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTMC1193. 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 oiValkyd base paints on Prevail IN products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ ESTIMATING 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 svi.) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71A 7112 8 5 6 6114 6 314 8114 7 9114 8 91/ 2 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 96 89 86 75 75 56 7 175 140 111 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Codee for One- and Two -Family Dwellings Table R703A and section R703. 10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL !W rights reserved. TM, SM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS F41a 7110 1/2/2018 Florida Building Code Online fi- SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff I BCIS Site Map links I sear. pr F - Product Approval USER: Public User t • ra Product Approval Menu > Product or Aoolication Search > Application Ust > Application Detail FLtf FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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@a luminumcoilsinc.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 0 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 7 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC1S001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hops://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jO%3d%3d 1/2 1/2/2018 Florida Building Code Online 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adde 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 here . Product Approval Accepts: https:ltwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwMDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYOvu%2bwcrWmooed2jO%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE sr" 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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix 0 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 0 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 Ain.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, 6"i Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1111111//j R. 9 -- 2017.09.01 No 74021 = 10:06:18 04' 00' 3 STATE OF :: T•• P.•• : Zachary R. Priest, P.E. ssQ( AL E.'' Florid' Organizationation No. Registration 021 AE9641 111111110 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 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 Loc lion 11 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# 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. 318 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond patterne WoodWood crown staple spaced 8-inch o.c. dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood One (1) min 3/4-inch x 1/4-inch 8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. crown staple spaced o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap 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. 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 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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- 253.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spacedpanellap12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- s53.3 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. 1617-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail i25.6 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- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. 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 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spacedlap16-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. ch 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- 243.3 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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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 24F4 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- No0'P lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter 51111111111111, finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '%- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each 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 batteNrafter 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 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/9" head dia. nail with min. 1)(" engagement(for wood substrate) or min. 0'097" dia. T-nail or stub nail with in. 5/8" angagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7"F' 12F-1 8 12F-3 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'1' SOFFIT STAPLE 3/4- x 1/4• OPEN RAFTER Lur DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND KMDi sr wtsPATTERNFACIABOARD Li FASCIA GAP 12F-2 3/4- X 1/4- CROWN a' 1-3/4- TRIM NAIL FACIA BOARD STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F- CHIWNEL CAN BE PAINTED S.S. 48- FASCIA CAP NAILING FLANGE UP OR O.C. 3/4- X 1 /4- Oo CROWN STAPLE SOFFIT— max. 12-inch span WOOD 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1 /4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4- TRIM NAII screwed to soffit PAINTED S.S. 48' with one(1) #8 x 1/2- x 3/8• head O.C. diameter screw, 16• o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B I W _;TWM `t SOFFIT STAPLE j L— DIAMOND PATTERN I DETAIL FACIA BOARD yr FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED J.%. FASCIA CAP SOFFIT 1'ql CROWN STAPLE OPEN RAFTER FASCIA BOARD N D S/r T4U. 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT t FASCIA DETAR. F' [HANNEL SOFFIT: MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with m1n. 1K" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail n„M ` SOFFIT STAPLEOPENRAFTER 3/4' x 1/4• ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND stew is i PATTERN FACIA BOARD 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 PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFA SUBSTRATE SOFFIT &FASCIA DETAILIr ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL fASCIA BOARD PAINTED S.S. FASCIA CAP SOFf1T 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD Pat' CROWN STAPLESSTAKESES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIACAP; TO SOFFIT 1 FASCIAFASCIA DETAIL 8- F' CHANNEL SOFFIT; MAX. 16' I f SPAN MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj n, ^I `, SOFFIT STAPLE OIST I DIAMOND I DETAILan PATTERN FACIA BOARD 1` ran i 3/ 4' X 1/4' CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 1 3/ 4' X 1/4' CROWN 8' 1jTRIMMLFACIA BOARD CFIANNEL TRIM NAIL)PAINTED STAPLE ON CENTER p1- 3/4' S. S. 48' FASCIA CAP O.C. 3/ 4- X 1/4- CROWN STAPLE SOFFrr— max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D AI LALC15001. 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 I I- TRIM NAIL fASCU BOARD PAINTED S.S. r.1STAPLES FASCIA [AP SOfFITUSINGADIAMOND PATTERN; REFER TO Pj' CROWN STAPLE SOFfll STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 8 24F4 1'4' CROWN STAPLE -- FASCIA CAP; REFER 10 SOFFIT t FASCIA / \ OET All NomBW Pal- S7Il {1• I I 3F8 Baum Anchored to SOFFIT; MAX. TL' I F-CHANNEL Rafters rile one 10 I IRingShankNailat SUBSTRATE t•ery RafterWOOD \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TROT NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK FASCIA CAPVROOFNABSSOFFIT 1-.t- CROWN STAPLE 1 t- TRIM NAIL I= FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 Yet' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT A FASCIA DETAIL Noemat r.2- SYP Batten Anchored to SOFFIT; MAX. 2V F-CHAHNCL Ration rIth ono Id Ring Shank Na0 at every Rally 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- TRR1 NAIL FASCIA BOARD PAINTED S.S. 14GA i' 1-NAILS I FASCIA CAP SOFFITI CROWN STAPLE 1 I. 1R01 NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'.I' CROWN STAPLE fAi[IA CAP; REFER TO SOFFIT F. FASCIA DETAIL Nomm 1'eY SYP Batten Anchored to SOFFIT; MAX 2L' F-CHANNEL Ratters rRh ant Td Ring Shank Ned at very 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 T t• TRIM NAIL FASCIA BOARD PAINTED S.S. Y,j- CROWN FASCIA CAPSTAPLESSOFHT i USING A DIAMOND PATTERN: REFER TO CANTREVEREO Yaj' CROWN STAPLESOFFITOSTAPLERAFTERDIAMONDPATTERNDETAIL FASCIA BOARD SOFFIT 8 FASCIA T TRIM NAIL PAINTED S.S.---N\ DETAIL 24J- 1 8 rr1• CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT i FASCIA DETAIL 3/ 8 Naminel ' arSYP batlsW stabbe1rr0SOFF17: MAX. HNANNEL secwea with on (M) 70 np 1 snafu nao straight - need I Wbugnthe rafterIntoNOendWOODSUBSTRATEof the barren at two (2) 70 d^/ Monk nWe We•naed an 0111W we of the beIIem et the banewtbrrer intenetdan SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194- R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. Topographic factors such as escarpments or hills have been excluded from the analysis. Wind directionality factor, Kd = 0.85 VW, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 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 HeRolotfft 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 A6.8 40 18.3 21.5 24.9 28.6 32.5 36.7 1 -41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 1 -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 1 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6. 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0' 45.9 52.2 58.9 66.1 1 -73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 -+-23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" —+ 1/8' HEM T7 3/4" 3/8' ISOMETRIC VIEW 3/0" PROFILE ISOMETRIC v¢W 3/E- PROF0.E 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 3/4" 7/8" 1/B" HEM E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit oxsrn o.1n-iw IS' BLANK 3 / 8 PRonLE Misr" OWTO 00000 000 a0000 oaoo 000ao 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 ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 1 3 1/8" 5/tti" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2 iir"i oso rn ox-m ourm o ooao 000 00000 ooaa ooaoo 0000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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.aluminumeoilsine.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 Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Paqe 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttttrrriii iCO. . R. Q •.• , ..... E•N SF • FS '. No 74021 0. STATE OF :4 J0 N A e1#1116 CERTIFICATION OF INDEPENDENCE 2017.09.01 Z i5-10:06:18 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 LiwAmows 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 Loction 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 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location 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 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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. 072-inch dia. x min. 3/16- 012F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 240.0 24-inch O.C. O.C. spaced 36-inch O.C. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL72194-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 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.312-inch spaced max. 8 inch o.c. 4-inch o.c. and securing each inch head spacedpanellap12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. 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- 2716F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1spaced24-inch o.c. 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 Wow 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 143.316inchspaced8incho.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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F- 2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16• inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1.-inch 0.072-inch diameter 801 24F-312-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter 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' min. each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inin x 7d ringring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0 072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o c nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the' lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7din pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank naailil inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panelcu 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o c. nailed on either side inch x 0 072-inch of the batten at diameter finishing each batteNrafter 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. 3/81 head dia. nail with min. 1X• engagement(for wood substrate) or min. 0.0971 dia. T-nail or stub nail with min. 5/9" engagemont(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-3 I I I II \—"F CHOFFITNNELOVERHANG WIDTH VARIES) Wood, Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 Lj 31'D1 ` SOFFIT STAPLEOPENRAFTER I ; DIAMOND PATTERN 3/4' X 1/4' ` I, I i DETAILCROWNSTAPLES' —_J I. yrUSINGADIAMONDsrAPr.tsUS i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CNANNEL CAN BE PAINTED S.S. 48' —FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- GOWN CROWN STAPLE SOFFIT—max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n SOFFIT STAPLE O'ST I DIAMOND I DETAIL PATTERN FACIA BOARD yr rcrvaN i srwrts i 3/4' X 1/4' CROWN STAPLE '24' jTRlMtM"L ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA B' 1— CHANNEL BOARD 1-3/4' TRIM HAIL STAPLE ON CENTER Pscrewedtosot[itPAINTEDone(1) M8 x S.S. 48with 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 span S 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED *.5. FASCIA CAP SOfFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD It 61 S/r I-= 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OCTAL F' [XANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSIRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. I%" 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) CHANNEL Wood. Concra[e or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 STAPLEDPIRAFTERn 3/4' x 1/4• ' DIAMOND PATTERN DETAIL1JUSINGEVCROWNSTAPLES; A DIAMOND 1 tttvmO suw.[s PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWNJTRIMNMNLFACIA BOARD 8' ISTAPLEONCENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— • 16-inch span WOOD S 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 I J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT t'Yj- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'x}' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL N'- FASCIA REFER 10 SOFFIT i FASCIA F• CHANNEL--'-" HANNEL DETAIL r 3/e SOFFIT: MAX. 16• ISPAN MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 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 3/V `, SOFFIT STAPLE DIAMOND PATTERN 1 I DETAIL FACIA BOARD Lr ttvEEu i S10"s FASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4X 1/4' CROWN STAPLE 61 A SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TR01 NAIL FAS[IA BOARD PAINTED S.S. 1.4, CROWN FASCIA CAP STAPLES USING A DIAMOND SOfFIi PATTERN; REFER 10 CROWN SIAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 8 DETAIL 24F4 NJ= I'ej' CROWN STAPLE FASCIA [AP; REFER TO SOFFIT & FASCIA \ DETAIL 3_ B LpaterstheII3/B Ballen An'twed to SOFFIT; MAX. 24' F-CNANN[L Rafters rill one 1d Ri" Shank 94 at W000 SUBSTRATE every Rafter \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIN NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'el' CROWN STAPLE 1I- TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 Pef' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT t FASCIA DETAIL NombW 1'aY SYP Batten Anchored to SOFFIT; MAX, TL' F-CHANNEL Rafters 0h one 1d Ring Shank MAN 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 t- TRIM NA0. FASCIA BOARD PAINTED S.S. tAGA %' T-NAILS FASCIA CAP SOff1T 1-4- CROWN STAPLE 1 I- TRIM NA0. FASCIA BOARD PAaTED S.S. SOFFIT & FASCIA DETAIL24F-3 & 24F-6 I'r1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT l FASCIA DETAILNomind1'12- SYP Batten Anchored to SOFFIT; MAX. 24' F-ENANNEL Rafters rith ono Td Rig Sham Nail at every Ratter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM NAM1 FASCIA BOARD PAINTED S.S. 1'et' CROWN FASCIA CAPSTAPLES USI46 A DIAMOND SOFFIT PATTERN: REFER TO CANi1LEVEREO ref' CROWN STAPLESOFFITSTAPLERAFTERDIAMONDPATTERN DEIAM FASCIA BOARD SOFFIT b FASCIA I TRIM MAM1 PAINIEO S.S. DETAIL 24J-1 8 1'ej' CROWN STAPLE24J-2 FASCIA CAP: REFER TO SOFFIT 1 FASCIA Nmdnal 1' e T SVP lens \ DETAt 8 \ subboo be1w"lb gRpa NO SOFFIT: MAX. tP l•CHANNEL tweuraO Withh we (1) 7a tmDrft IMtmknagatWIBM-nade0 UdOugh NO IaQet YN0 the Ono WOOD SUBSTRATE ofthe batten at two (2) 7a Mp anank nab to nade0 an emm 61" of tMbottom at VW bstlaV1aNp Inteflactlan SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. 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 Roo/ Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 1 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 1 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 205 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone an htfft120PHe Basic Wind Speed mph) 130 140 150 160 170 180 190 200 Enclosed 4 0 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 5 22.6 26.6 30.8 35 4 40.2 45.4 50.9 56.7 62.8 30 1 -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 75.5Negative 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 48.4Positive 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 4.2.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 1 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 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 1 -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 43.3 480 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" 318" J-Channel 3/4" — 1/8' HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/e' 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 3/4" 7/8" r 1/8" HEM f 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit os-nn 012V M 18' BLANK 3 / 8 PROFILE a+rr mU ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/r 13.75" BLANK 3/8" PROFILE uWT" OMTO o.i2s 2rP ODDD 000 D D D D D G O O D h 00000 D 0 0 0 END Of REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Business 8 Professional Regulation art Qf1C 80S Home Log In I User Registration • Hot Topics I Submit Surcharge Stats 6 Facts I Publications , FBC Staff , BCIS Site Map Unks I Sear. I'Y I] Product Approval USER: Public User t.r„LYr2 Product Aooroval Menu > Product or Application Search > Aoolication Ust > 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-S400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 1935S 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-S9166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM 03161 ASTM D3462 ASTM 07158 Year 2016 2010 2011 Product Approval Method Method 1 Option D fileJ//C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVALJFlorida%20Building%20Code%200nline.html 1/2 1/2/2018 Florida Building Code Online 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 SS0.487.1395. "Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adde if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen; under Chapter 455, F.S., please dick here . Product Approval Accepts: x___ file:///C:/Users/ERappold/Desktop/2017%20PR000CT%20APPROVAUFlorida%208uilding%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorirotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance:09/22/200S Revision 13: 09/OS/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 61" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LAEIEUNG: 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 COMPUANcE: 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florido DCA ANE1983 the facsimile seal appearing was authorized by Robert Nieminen, P.E on09/05/2017. This doesnot sane asan electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD 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 6th Edition (2017) Florida Building Code and 6M 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 D71S8 2011 3. REFERENCES: inQtf 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 03NK29947 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM 03161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, 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 UL LLC (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 47873803S6 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R33 Certificate of Authorization a9so3 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XT' 25, XT"' 30 and XT' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangleo, Landmark'", Landmark' IR, Landmark' Pro, Landmark'" Premium, Landmark' TL, Landmark' Solaris and Landmark" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake"', Presidential Shake' IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge', Cedar Crest'", Cedar Crest' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM 07158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d =150 mph (V,, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V,tt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS-R13 Certificate of Authoricotion 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt RoofShingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20'XT25XT'30fXT'rf301Rs;. t°'< :; c ..;ia'." 1t ': LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 17, 305 rem)--} I+--( 305 mm) (305 mm)--j 1"(25mm) Sealant I"(25mm) 5 S/a" (145 mm) 5r/2"grNAnt T METRICL. I"(25 mm) — Sealantlant 1" (25 mm)-( 6 IN' T Fig= 11.3. Usefour nailsfor etxVfudl sbingfa Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTA1 D4586 type 11 Is suggested. Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab cornet. Figrmo ll -4. Usefour nails mud six spots ofaspbadt annenl on ship slopr: CAUTION: Excessive use ofroofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT201, XTTM' 25, XT' 30, XTr" 301R: Cut Shingles 1"- __ - 1— 2" (50 M) Remove25mm) l Ir IIIf — — If — — Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11.24: Oil lobs, Ibrm hitm back to make cap sbingles Engiisb dimensions sboun). 5••t2••(305mm) r E 1225mm) ;,\ 0-0.1 l`5 12 o Not't'o Figure 11.25: Inshdlation of -psalong the hips and ridges. 6.4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic® NP1 "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate ofAuthorization n9503 6s" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/0S/2017 Page 4 of 12 TRINITYJERD 6.5 LOW AND STANDARD SLOPE STEEP SLOPE Use NIX nails fair every hall shingle shown helovv. Use SIX mmand FOUR *ois ofxsfahaft mofing cement for every full shingle asmv*below. Apo m,hi/*"tinxcmmvr(25 nam) from edge ashimgle.,Vl)mroofing- u*ien'namangtmo4mo nnx*,/n: e-,ud. L—L Figure 2. Use six xaiufb,uunfu11sbho1e. LL L—L, o qaaJ. Use six nails "=djm,s1w*o***y nyfii q= mmIn) steep aIXs. 6.5.1 : Cedar C«eot"°,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 inchembedment into the deck, o,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 03161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof AkFlashing Sea| mnt^.inaccordance with CertainTeedrequirements, tohand-seal Cedar Crest shingles. Apply NP1orPLadhesive from the middle of the shingle's raised overlay onthe top piece and extending approximately 4'inchalong the sides of the head|apalong aline % to1'inchfrom 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 1-inch diameter spot of NP 1 or PLadhesive between the shingle layers. Exterior Research and Design, uc Evaluation Repo*0S-R13 Certificate *x" m"riz"tio"^su a'" EDITION (zo1r)Focmom*vozEVALUATION puS444-n12 c**oinrw^uAsphalt Roof Shingles; (610)6sI-S847 nwvmp"m:0y/ OS/a017 Page s*,1u VTRINITY I ERD 6.6-BELMONT®OR'BELMONT®•IR:111 t' . ''.i r` i',; ,? ; :'''•;~i' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing I cement V (25mm) from edge of shingle. i-- Ye'It6mN 410010 IRSININO Oro. 0A0100,001 In to] o Addrtiaul rails of mquimd. t Sllr (16an) I See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 04, OPOA Iora000.9I 1' (25mm) \-- hooting CAM11 6.6.1 Hip & Ridge for Belmont° or Belmont* IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest"" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shanglem Ridge Figure 17.18.Sbati le• Ridge. r 18, Exposure Remove tape from the right side t J. g•` I and fasten SECOND Fasten the left side 85/8- RIGHT FIRST LEFT Figure 17-19. Installation ojSbangleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP11 "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certgicote o/Authornrodon x9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 TRINITY I ERD CARRIAGE HOUSE SHANGLE® ANDGRAND MANOR SHANGLO: i,t... r. . LOW AND STEEP SLOPE STANDARD SLOPE Ilse Dt•c nails for every full Shangle. 1—(5 —) F sx, 8SX, 16arm) mm( mm) Figure 17-•1• licefire nailsfor eeryfu# Grand Alanar.bungle• Carriage Itotue shargle, or Centranlal Slate- llse seven nails and three: spots of asphalt roofing cement for even' hill Grand .Manor Shangle. Use lice nails and three spas of asphalt roofing cement for every full Carriage (louse Shanot: and f mtenni d Slate. Apply asphalt roofing cement 1' (25 arm) from edge of shingle Figum 17-5). ,lphalt roofing cemcm mctting AtiTJ1 04586 T1pe 11 is su(Seted. t' RSmm) --- Fount 17.5. When insta0ing Grand ,11anor sbangles on steep slopes. use sevennails andthree spots ofasphaltroofing cement. Hip & Ridge for Carriage House Shanale® and Grand Manor Shanale: Refer to instructions herein for Shangle® Ridge hip and ridge shingles AfyOM` ARK`,;`LANOM RK"' IR LApNDMAURK '> SRO rLANOMARK`•",PREIVII IANOMARK Cr;DMARKSOLARIS IADMARK.'11"'eeSOLFiRIS IRINORThIGATE 4`V. P{rIM{RY. Moi•: 4.. LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--( 305 mm)— --(315 mm)-- --(305 mm)--i o.... om {nrrs.ronr rrs araae. L I•—I"(25 arm) Relea aTape 1" (25 mm)—I -- 1 tn•• NailableT area LANDMARK TL NorthGate: 131/ 2" 13" 13t/2" 343 mm) •—(330 mm) •—(343 mm)—j I• — I" (25 mm) I" (25 mm)—rl •— Figum 13.4. usefour nails for eery fill shingle tV1DE NAM, Ir 14314' it ARFn I+— (305 mm) (375 mm) + (305 oun) I Iwling Limb 1' ( 25 mm) /Upwsal Imo r 125 mm)— + osw AM no 71 Ns" moss for lowandsundard *pes ((ram 2:12 fo 21:12) Hal bet,wan upper & bass Ina as stman above. Exterior Research and Design, U.C. Certificate olAuthorication p9SO3 6" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Evaluation Report 3532.09.05-R13 FLS444- R12 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing centent for even, full laminated shingle. See below. Asphalt roofing cement should meet WrAl D45861)pe It. Apply I- spots of asphalt roofing cement uncle each corner and it about 12' to 13" in front each edge. METRIC DIMENSIONS 12-- 305 mm) 1"(25 mm) Nail Area for steepT I" --I t:1 I. 25 min) -r— 143/a. — W—. 3l5 mm) (305 mm) T 1"(25mm) Aoatr Tane I 25 mm; ing Cement LANDMARK TL 25 mm) QOTRINITYIERD 13112" 13" 131/2 =• 343 mm) (330 mm) (343 mm) 1 "(25 mm) 1 "(25 mm)— Cement Figure 135: Use six nags andfour spots of asphalt roofing centew on sleep slopes NorthGate: STEEP 12' 14-3/4' 12' SLOPE +(305 mm)-1— (375 mm)-- --(305 IT NAILING Nailing ImitsAREAI ---- 1'(25 mm) betweeh?wernes1•(25 mm; nalI. A If I" 25 mm) Nailing areas for steep slopes (greater than 21:12) and " StomlrNalling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & RidRe 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' 97/r 305mm) ( 250mm) 6 , 41511G— t 415/1G— 150mm) 1-0501-7) I (125mm) (125mm) f I, N NotchforNotchfor Centering Centering 12 i 131/4' i 305mm) Nctchesfor Alignment to I (337mm) Notches for Alignment to the Top Edge of the Previous (t80 m) theTop Edge of the Previous (196mm) Caplor5'(125.)Exposure LCaptor 5SX(141mm)&posure — L English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate o/ Authoritation a9S03 Sr" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 8 of 12 9 27/37 250 mm) 4 ISnr (125 mrt ) Ctnteiug Notch 13 I/4' 337 mm) \ Nip- these / notches to lop edge of previous course NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)— I4-6 Sffl-- Imm168mm 1 1 Centering 7 131/4' ` Notch Sir 1 194 mm) (337 mm) Align these notchos to top 7 edge of (104 mm) previous course. NorthGate Accessory 305mm> I Laying Notchi I I ii I C' Figure 13.20. Use !crying notehux to center sbptgka on btps and 44 w, and to locate the conwl exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1 " adhesive or Henkel "Wo 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, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization 09S03 6' EDITION (2017) F8C NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/0S/2017 Page 9 of 12 QOTRINITY I ERD 6.9 PRE S0NTIAL SHAKE'"' -PRESIDE*NTIAL SHAKET" Ill PRESIDENT..aIALHAKE'TL6"" `PRESIDENTIAL SOLARIS"': ; G V t,`•V.tM.. •• / ..•.. J/"/VWW`.a!•.. •M r itMir,: K'IrVA •• r R• . Y. , .. YJI •...M' V.'. 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 V dtaineter spots of asphalt roofing cement under each shingle tab. After applying 5 nails to between the nailing guide Wes, apply 4 naps V Nailing 40" above Clb cutouts malting cesUln tabs of oterl)ing shingle cover nails. Guide Lines (1016 mm) S 1/4' - 133 nun) 14 1/4' 11/2' 38mm) (362 4" T+ 1• I NOTE- Apply nails on painted guideline. Figure 16.6.• Fastening PreskknUal andPresidential TL Shalx I' diameter asphalt rooting cement shingles on lots and skmdard slopes Figure 16.7.• Fttskning Preskdenital and Pre idimhal M Sbabo sbingles on steep slopes. 6.9.1 Hip & Ridee for Presidential Shake',, Presidential Shake' IR, Presidential Shake TL'", Presidential Solaris""' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest' IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: 936, fir"r13-1: F--iv ltnmms S wqk oo M-Pflop - For steep dopes, ttx Ote nails and eigN spins ofaspbalt roofing rigan• IS•J. fastening 1141terns Sbilees on cenent or cacb full Muerts shingle as shorn abate. Apply I' tine anAStnadanl Slop- (Kota) divuner sprees of mo8ng cemem WrAI 0 4586 Ape II For bee• awl scan(Ltnl slopes, use Ore nails for each full wggeoed) under etch tab corner. Was shingle Into place: do ea Hatterasshingle as shmsn :dine. etpose cement. CAIMON: Tbo ouch monng ceneat eua anise shingles to WSW Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorkotlon ir9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18 tbree-piece units separate to make 54 Halter= Accessory sbingAn 6.10.1.2 Option 2: Cut Hatteras Shingles 9.. 230 ram) I I I rt. Ea e 460 In 4fi0mm) ( 203m 1 `25 1 Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbingkls to ntake cover cap. Figure 15-21: Installation of caps along btps and ridges 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: m Mihl•Otl, rqur" sxrdk( mar WNW "Cal* LA m Hoer.). Figum 11.3. Use FNB nags for ett y nlgbfand State sbingbt STEEP SLOPE Use FIVE nails and BIGHT spots of asphalt roofing cement, for each full Highland Slate shingle. For 11iami-Me, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTAI 045861)1)e It is suggested. Man.Orw rpuY SIK:al ttao m4 kwRud o v co"t meado ~t ftgtau 11.3A: Use MW napsand aQ61.V"vofarpenit roo/btt evium1 ardea eacb tab wpm-r CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridee for Hiahland Slate"', Hiahland Slate"' IR: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization 09Sa3 6' EDITION (2017) FEIC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 11 of 12 QOTRINITYIERD 6.12 PATRIOT LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nail, for even• full shingle loaded a.. shown helow. Sealant 6-14, i I2sc ) — — i i1s } 156 mn) ISUY --j-- 1111ra-I Rs3 4 fIDma) Use I'OI'R uail> and four slwils of asphall rcwlfing centent for every full shiuglc isshown Ixxlow. Asph.di rolling ceinf-4itinm4ing ,ISCNI WWI fyIx 11 is sugg(stcd. Apply 1'05 Inns) slxits of isph:di r wlfing CL111e111 : ts sllo\vll. CAUTION: EXCessive uac of roofing Cenictil can aulse shingles Ito blister. i.—------- -- btA' 1 •-ritSal rinmt'. p56emI1• 0 o a T I IRealleq UmaM 6.12. 1 Hip & Ridge for Patriotm: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR, Shadow Ridge`", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2. 7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 614320-3 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, U.C. Evaluation Report 3S32.09.OS-R33 Certificate alAutAorilation 119503 6" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online 01 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats h Facts d bprProduct Approval USER: Public User r Ci Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden @tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.adf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 199S Equivalence of Product Standards Certified By Sections from the Code https:ltwww.floridabuilding.org/pr/pr app_dti.aspx?param--wGEVXOMDgtF2AezuaggOlAramDGm5ebtSwRW28J8d8c6lCFKFGNC)%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/OS/2017 10/19/2017 10/20/2017 12/12/2017 FL Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort 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.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO 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 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 11 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.adf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 If 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 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Parry: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes Asphalt saturated organic Installation Instructions FL1232A R8 If 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.ndf Created by Independent Third Party: Yes hfps:IA~.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtF2AezuaggOlAramOGm5ebtSwRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htta://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underayment 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 118" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40"F. b) The minimum application temperature of 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKOO ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Ka& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (rST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (rST6049) 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 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 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, 6rh Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. FtY R. P• 9G'• C E NS • 7FS'''. No 74021 3 STATE OF 1811111100 CERTIFICATION OF INDEPENDENCE 2017.10.19 12% 5-12:15:58 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 ordistributing products under this evaluation. Zachary R. Priest P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 TAMKOS 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. TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture Guard® TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No.15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOS 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. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering 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 ShinalesShingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y SurfacedRollRoofingTAMKO® ASTM Tile N N N N N Y UnderlaymentTAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard(ID Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y N SaturatedOrganicFeltTAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO( D No. 30 UL Asphalt Y Y Y N Y N SaturatedOrganicFeltTAMKO® TW Metal and Tile Y Y N N N Y UnderlaymentTAMKOS TWUnderlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001. 4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES En& 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 (fST6049) 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. R, tiP. •GENS•FS)`: No 74021 STATE OF Al 0NA %% 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. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats A Facts I Publications FBC Staff bw Product ApprovaldrcioUSER: Public User t ism.yr 4_ oalµa- Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.3792-1110 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lomanco, Inc Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco. com Authorized Signature Andrew Carter acarter@lomanco. com Technical Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco. com Quality Assurance Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco. com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Vear Miami - Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 1 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 t Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https:/ tfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUembpCG3RoA%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 FL 1R I 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 installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. 3792.5 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 13S-2000 - NOA 16051025.ndf 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 160S102a.ad1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S102B.adf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 I1 Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA IS-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 If NOA 1S-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 1S-0709.09.odf Created by Independent Third Party: Yes BMk Next.l The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://Ooridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwt0gsFgPhXouzz9PGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%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.miamidadexov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis 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. 15-083 l .07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4A- 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 22-3/811 x 6-1 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) 03/1.6/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %<" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A no NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOWERED ROOF VENT700SERIESLOWEREDROOFVENT DETAIL B r 1 I I I I 1 t 6,010 750 SERIES LOUVERED ROOF VENT EE 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 11.03 16.00 750-S SERIES LOWERED ROOF VENT I T L.9: r NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D j f, I 15.33 I I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4.°1 k- - tr i NOA No.: 16-0510.28 MIAMNDADEGOUNT1f 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.eoWeconomv 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. Ifany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. l 5-0831.07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMMADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL: Category• Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-0l3-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/l5 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 l8" 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 "kerP' 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 %" 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 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS . .. - .. I DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT i 20.31 , R 5.33 t DETAIL B 750 SERIES LOUVERED ROOF VENT u 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 201 11 5.33 f I i .f-20 16D I 750-S SERIES LOWERED ROOF VENT CM1AM1-DMDECOt=JNTY I I . 12 49* T NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D j 1 1 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 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) 315-2390 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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 ofthe Building Official. This NOA renews NOA No. l 5-083 l .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 Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/ 16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAM Waal alj =0 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 ofroof). 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 "kerP' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads ofsealant 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 MIAMFOADECOUNW Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B 750 SERIES LOUVERED ROOF VENT 9t 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 13 DETAIL C 16 OD 750-S SERIES LOWERED ROOF VENT i 9 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j 1_ . DETAIL D 11.0 -- 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4.0 1 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 RCRICADIPARTiMaUTOF sas Home I Log In User ReglMl:lon Hot Tbpia Submlt Surcharge Stata 3 Facts Publications FSC Staff Bay Site Map Unks Search Fbrida r'"Product Approval Y,/'/usea:Publicuser Product Aoamral Menu > Product or Aaollcation search > Application Ust > Application Detail FL # FL1S8-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST CRETE USA, Inc. Address/Phone/Emall PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castrrete.com Technical Representative Craig Parrino Address/Phone/Emall PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' i FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 RIO C CAC NOA 17-0821.18.odf Approved for use dutside HVHZ: Yes FL158 RIO C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 It NOA 17-0821.18.odf FL158 RIO II NOA 17-0821.19.odf VerlFled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0acv rtg><t contact Us :; 2601 Blair 5 n ned. Ta1MhaR agg phone: 850-487-1824 The State of Florda Is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida Low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.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 oRldal communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with anemail address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please cilclt ere . Product Approval Accepts: a Credit Card Safe OEM MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmy.mlamidade.¢ov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A -H (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: (Cost -Crete) 41', 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 Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 F,3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. rot AOE COUNTY NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09t28/2017 Oq 12 8/Zo/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of1, 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 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTMB-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. fBamon, P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE, RIAi • CERTIFICATION: 1. Quality 4stem'Manuol for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2602. 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 Cost -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., datedNlarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. 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 I through 3 of3, 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, Eirvironment, and Regulatory dffairs. 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., certifidng 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. C-Hel-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-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 5. EVIDENCE SUBM[TTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of I, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We Load Tables", sheets I through 3 of3, last revision dated 06112114, all prepared, signed andsealed 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 ofRegulato? y mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florda Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C-` Eielmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09AU2018 Approval Date: 09/28/2017 E-3 kZT-1 4W,S.® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Ae' SDL1D LINTEL DATA TABLE i n u my "I, fOFirNLJdL'.Sr riGi 11F"Ulr2- GSi Ae PRF(.AST 11-1INTFL DATA TABLE OaRP7auar:L:e ja t>• t;c r.1y,::JrGIJvEi7TIM-SMIAlraveIEMLAWlltl!c"imIr,." I117"rm 7 rt1.iL'..1 ii L 1 sumsum r21 J.._Jf2TVIM&M Wn-nillivy-11irnr"ljaav.,ilfl iSi r:/Glt>• r'L-f1rTilr!C'7 E`1riL'L'.JiZRAr,7r[!Trn1r-Sa 7. i!?1FrSS Ct.9t)• rtui ::, rL7 rL7 rm rT'Sirnf7, 1FTF1rtllt lrt'S- ri vc*7s artAs lmffall wi1_::Ir27[Si t1 Isg.m E}A T_-7 nf LJ_•f1'.7 iTdG7rFl!'i iF it7 rr1="ifQl fiT7 rei: ':.llrry r:L'' t?iaraSO 9MVEVC715millf21Jlrr trrtr._'.11F"t=--I0 rr r nr.y^ 1 L 7 rta L ^12 ccs+ r.w_crel=d:ECtri rA' '-M TYPE 'V TYPE 'A'_STltil 7 •11 ; . U : l a • a uwwo aY .Y 0 lp'w looa wo IralrirAlC mmaWalrl m FlnUM 1a foOOar A"VIL r w i01S'®R CNW= 4f7 Alm OAI0101 0[ musabo C a WiWla v"mr Tit Ima mm Cox= C s"m t"m m mw wlaY f/a w A= M.) P. /1. Aa P f1N + m m ndmU A AO a om Imw - no m cum aam Aw. mao W IN& mma I waam mam AU Oman AM= arlla n swom r+ -ma ra n* = AAla AM am rml am m ar In A mum maw IN mum - o'er 1=" Ux= M1 - A00a rm m A m0 am mma - A. Imm = mol m am Axw= mb m awn mlrwl win a"S ala as a n Irr Mm flaw mal wln f aame rla ala m a . w if m low AM worm lmr Yom d ` •. uamWyinp.rGlltqPlmi OEN Acc -0 2 . PaonucrRevlsno go Im %8 maoaalfl.,mid%lUF rWAo.4 ' /B wadi lm Co 0 03T. •;* Web o- i8 ttrt •••. ORID-".\ MCF199 r rNM& Nol q u.ieddc o v•o'- >doo d bdl ise•Ilyd. r . pr Cb r 1'"•e cwwP•tleawAIIS I0 PI mwlypipo ASW m0 aplp•Y r 1) A b.f Sdi be fr 6YI p.pN4IA wd 1 ' E Y •- 1/1 belleby 907t M 6wft with b Im 3) 1edd. Id nealr bd ad bed *tk 400 bw •tld nda. tm pusl eo*wr l la hu*x IVuz all d•e0.1[ a I{28 1 0D I41D0p 5) N btob Aea a aced r A60 delhten 0• FtmRR s • IMs 1 a b r4.b aced t/l00 ftwi • Ib. b IWed to eell®ene ra0n0 W pbW DOmpC.. Sala 1004J.1 a d) Moen OW bbb a myb•L 7) i =0 b4b b b• bald •/ 4' &.e6. beb.ld ad s' uenlaeo wiled s) lddMyddl.a 2 md Avg on* Ab tw •rJdce'aa 1b. Mlles Mq CAbdbaen AXW bab sae 00 .6 1601 b!a bybdsy`leeln',a M1ftb °alml W do d d-•eq (m DO 10) NA . Ibd RW It) hU m Add WVW now b M I mled d D bdbm d b» Odd 13) ramemllT• LgWd n1q aW%=/2 k" Who. a m• ab b 13) 1...I.dw Mom d bAea biAd b ubAr Idl ler. emRlp or 4=0mrsydGa e(yAall Pat q7 p p m4 14) Nab b•dd b go = Mr ryC = qm _ bob Idd a MdWWSMC Ir IM as +ee Mind 4 iel Irhmlol bd S IASel.;; bet Sd IS) ra ."f rdd M11W -t.b.m w W. low Inm ••d II•.r bdlsbl om os) far Ltd bpw net Ilea it ab bed hm ma b"yat b*h •tom l2) sd• bob m Av b/—d do-"- b•4. ls) Sd. bob WA m mbod d dgn Nab* pw ADEND aandrAD ma 10) b am (IJ) ahw. Ur mYl 4. ddmldee SEE SATs IAIM IOW DAMFORLOADRUMy+ y^lain?^ FOR EKH ADOIIID•y}Y-LCIRI y,lri t0 1111. 1. COURSE 1 , CiR T1P Ij f6 RM FOR r UMS S iTi. IBM FOR If UNIELS or an PRODUCT MISED yh3g with fboMOMwwft Atoey'' r.lm(A001ob mE DESIGNAMOU r.nwwaou[ I•.0•ugo 6 i 1 I alwaat aam! 12F16-2B/ 2T J L. V P-Te r ®. 4S8 om aw SAFE LOADS FOR 4" SOLID LINTELS W-0910 GRAVITY TYPE LENGTH 4S8 Y-e ( 421 PRECAST 1180 4'-0' ( 4131 PRM6f 959 4'-e ( 541 PRECAST 789 5'-I0'( 70' PRECAST 46D 6'-C ( 781 PRECAST 360 7'-8' ( 901 PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-6' ( 126) PRECAST 116 12UB 4"- 4— UPLIFT LATERAL TYPE LENGTH 4S8 4S8Y-6' (421 PRE= 687 371 4'-D' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5-10'(701 PRECAST 407 148 6'-6' (W) PRECAST 366 I18 7'-4I' (SDI PRECAST 280 87 9'-4- (1121 PREQW 187 55 10'-6'(126-) PRECAST 152 43 121`8 121" 12 121"16 v/'rn III • j i x BUS 6FB 6F12 6F16 0 • r`-Nx;: L. r ram'. .•7. ^' lwiif Lam': •iy\ ;i,1:1'v i q •.-' ti ri '• '•I. 4 ••• wt[ fr • [. e: 4' e)••.' , n'w I. d 12F2812M UM s. .: I;[ *• PRRODUCTRDV1biD S ., ST T :7i- DWI A11fIly-i1h 0. P.Wy• • • p _y; nuraPAR19No ' b00 1C"e'dND -O O •°j 8F32 6F28 6F24 6F2 ''.,A j NR1O dK0'SE:Mffl R 33504 N JUL rAdrrO ALES FLP.EUC.N0.40)b8 aAr• a a mbCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABL m mm Dlsuss- u um da foNw AMseas uts V Nw, 0= 0 fit CMM UM ys - Re. a UM efA10EM Wd12 am I c— SAFE GRAVITY LOADS FOR 8" PRECAST U-LINTELS CwR-t iwn SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 6U8 UO-19 6F12-18 06-1 WA-10 04-18 W -1 5FR-10 3'-C (421 PRECAST 2332 2675 302 W50 6148 7227 8297 9A7 4'-0' (481 PRECAST 2025 2313 3692 5050 6146 7227 SM. 9387 4'-6' (541 PRECAST 1554 1857 3633 5050 6148 7221 8297 9357 5'-10'(70) PRECAST 1067 1260 2198 7 5734 7227 8297 8226 6'-8' (781 PRECAST 949 1078 1B31 2850 4328 6737 8297 9357 7--8' (901 PRECAST 779 883 1459 218A 3151 4524 6654 7 9'-4- (1121 PRECAST 334 660 1058 1523 2064 2785 3731 5017 10--6'(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(136) PRECAST 457 513 1805 1 1133 1507 1952 12492 3163 12'-O'(1441 PRECAST 425 477 1 744 1 1042 1377 1769 222 280B 13'-4-(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(I5BJ PRECAST 351 322 605 B35 1087 1373 1703 2087 17'-4'(20n PRECAST MR 229 455 620 794 985 1198 1437 n 111E NUMBERS IN PARDIOIESIS ARE PERCENT REDUCROlLS FOR GRADE 40 FIELD ADDED FDA SEE CENERAL NOTE N0 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR 6^ PRECAST MUNTRIS 0"'"ji"" SAFE LOAD PLF LENGTH TYPE 6U8 I 6F8 RCMU 3--6' (421 PRECAST 587 10M 595 4'-0' (401 PRECAST 487 787 445 4'-6' (54' PST 416 609 344 51-10-(7CO PRECAST 300 350 198 6'-6- (781 PRECAST 263 496 157 7--8' (90PRECAST 222 367 116 9'- 4- (11f) PRECAST 173r27 74 10-- 8'(1281 PRECAST 151 58 11'- 4-(13n PRECAST 139 49 1Y- O'(144' PRECAST 131 44 13'- 4-(160') PRECAST 117 223 35 14'- O'(1681 PRECAST III j 202 j 32 17'- 4' (2081 PRESTRESSED N.R. 130 1 21 SEE CF36AAL NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U-LINTELS Aw— qvp lr SAFE LOAD - POUNDS PER LINEAR FOOT LENl3IH TYPE ETB-IT 012-17 AF16-IT 020-17 Ul+-IT 92-It 6F32-IT Y- 6' (421 PREOM 14121 2074 2715 6 3997 4638 5279 4'-0' ( 481 PRECAST 1225 IBM 2367 2913 3470 4027 4583 4--6' ( 541 PRECAST 1083 1592 2084 2577 3059 3562 4055 5--10-( 701 PRECAST 031 1222 IWO 1979 2357 2736 114 8'-8' ( 781 PRECAST 723 1097.1 1437 cc 1777 2117 2457 2797 7'-41' ( 901 PRECAST 648 j 883a 1249 1544101 1040 2135 2431 04 9'-4- ( 1121 PRECAST 575 57100 980 1252J 1492J 1732 1972 10--6'( 128') PRECAST 314 462 04 787112lj 133qj 1551 1706 11'-4-( 136') PRECAST 474 404 8&5 M 1213 1442 1645 1Y-O'( 1441 PRECAST 454 670 619 88B 1093 1299 1506 IS-4-( 1601 PRECAST 402 fu 308 516 736 908 1076 1247 14--w( 168l PRECAST 368 285a 475 S77 832 089 ad 1145 IS 17'-e ( 2081 PRECAST 253 208 j 335J 476 585 693 B0.1 J) THE KUMBERS IN PARENTHESIS ARE PERCENT REDUCNONS FOR GRADE 40 FIELD ADDED REBAR. SEE CFNER&L NOTE Na 4 AIOPARRCIO CR579 MR R. S35B4 PRODUCTRUMM o anwlymp w0A do Ptmida 890dlvg Co& Avi =% -O 2/,/8 8y h 4C11 PRODUCPSQ Bcy ' bI 41aKeo A`aepony4ie2o/ BgER O I -CAST-CRETE 4", 6° & 12" LINTEL SAFE LOAD TABLES ro '• ' RII Iil1@ MM-14 otgM M ARM AW W RAIDat: 414 DA1D /A4/A t! Comm m m0. rL -Tote LID 44@t otal0l¢IID atnt I.I DT J I r- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS CAsrC m SAFE LOAD -POUNDS PER LINEAR FOOT EENOTH TYPE 12118 121d-28 Iva-3 tvi wo-n lm4-29[ 12755 e-16 WD-20 3'-d' (421 PRECAST 3428 5000 5838 7819 9352 11060 55 1443B 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11060 55 14438 4'-8' (541 PRECAST 2396 3464 5304 7519 9352 11060 55 14438 V-10'(701 PRECAST 1612 2320 3218 5234 8497 11060 14431t 8'-6' (781 PRECAST 1383 1986 12M 14195 6421 10032 12755 1 7'-C (901 PRECAST 11J8 1628 2131 3218 4676 67M 9763 1 9--4' (1121 PRECAST 796 1216 1535 2230 3=1 4167 1 5593 755 IV-8'(I2n PRECAST 614 1043 1295 1853 2515 3323 4334 5632 11'-4'(1361 PRECAST 618 945 1162 1649 2216 2893 MID 47464 12'-0"(1441 PRECAST 458 878 1073 1513 2020 2517 33M 4206 IS-4-(1601 PRECAST 359 767 Pd 926 1294 1709 2188 2743 1409 14'-0'(168) PRECAST 321 720 855 1204 ISM 2017 2451 3106 17'-4-(2081 PRECAST KP 4510 631 651 1141IX 1420241750 210 19,4"(232) PRECAST N.R 343 477 700 925 1152 1380 1600 VA of MAIMM 0l FMUWMiM IRE RnCUO lF UMM FM MW 40 FnD AM RB% SE CFNOtA. Wt in 4 SAFE GRAVITY LOADS FOR 12" PRECAST w) 2" RECESS DOOR U.UNTELS 4Ai7 Od91Y SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE UR06 Iffib2B 12II10 im 12tJ15- ow- 1l1825 12IFJ0 4--4' (52) PRECAST 2538 2942 5468 75B4 9640 11669 13M 15M V-d' (541 PRECAST 2319 2740 5468 7584 9640 11669 13M ISM 5'-8' (S81 PRECAST 1347 1841 3555 6395 9640 11669 13079 1567 V-1Or(701 PRECAST 1259 175E 3361 5954 9358 11669 13679 1567 5'-8' (801 PRECAST 924 1450 2633 14415 1611154 1 125 148 7--5- (201 PRECAST 703 1203 2157 3494 5259 1702249 113 9'-8- (1161 PRECAST 389 1 843 1 1451 d 2157 1 3203 j 4427,j 5417 6= VA u nM -VAN IVY.LII XMAJWQ KE CRAM 4 FRO ARE® I®AA SM CUM MM NIL 4 SAFE LOAD PLF LENGTH TYPE 12US 12FS RCMU 3'$ (42) PRECAST 1295 4841 39 4'-0' ( 481 PRECAST 1295 4841 299 4'-6' ( 541 PRECAST 1049 3922 2417 5'-10'( 7n PRECAST 681 2547 155 6'-e ( An PRECAST 579 2167 1 7-8' ( 901 PRECAST 474 1771 91 9'-4" ( I)21 PRECAST 355 1328 580, 10'-0267 PRECAST 306 1143 454% 11--4'( I38) PRECAST 278 1041 38 12'-O'( 1441 PRECAST 200 971 345 13'-4'( 1601 FRECJST 229 857 27 14'-0 ( 1681 PRECAST 216 809 25 IT-4'( 208) PRESTRESSED N.R. 16 19'-4( 2'n PRESIREM N.R. 534 130 4'-4' ( 521 PRECAST 4'-8'. ( 541 PRECAST 5'--w ( 681 PRECAST 5'-10'( 701 PRECAST 5'-8' ( 80) PRECAST 7-' (9D1 PRECAST 9'-8' ( 1161 PRECAST o-O8i 8r /B onwl SEE GENERAL NOTES — SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12-' PRECAST 04JNTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IVO-21 12FI2-21 1916-2112f70-211204-IT IM-21 2M-21 Y-6' ( 421 PRECAST 2752 4287 W13 6938 d284 9559 10915 4'-0- ( 461 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' ( 541 PRECAST 2113 3291 4310 5328 M47 7365 B384 5'-10'( 70) PRECAST 1823 2527 m 33104092 4875 5658 6441 8'-6' ( 781 PRECAST 1444 22696 2972J 3675 4378 5081 15784 7 -6' ( 901 PRECAST 31 3806 4417 S02d 9'-4' ( 11Y) PRECAST 2006 2590 JO87 36 4079 10-8'( 126 PRECAST 1812 2281 27 2D9 3d5i 11'-4'( 1367 PRECAST 1404 1982 2441 29D 3384 1Y-e( 1441 PRECAST I 1269 1788 2201 2616 3W2 IY-4'( ISDI PRECAST 1057 1485 1628 2169 2513 14'-O'( 1681 PRECAST 6 974 1365 1679 1293 2309 17-4'( 2081 PRECAST 05 964 1182 140 1623 IV-4'( 2321 PRECAST 693 817 1002vd 1157 1372 0 4E MAM 2 PUMM AIF RRa9 aFKCM Fail 4AK 40 nab MM RMA St WVA MM in SAFE UPLIFT LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS tAWI`- 4Mre I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4- ( 521 PRECAST 1626 1 2685 3748 4--B' ( 541 PRECAST 1558 2582 31M 5'-8' ( 681 PRECAST 1210 2042 2850 5'-10'( 701 PRECAST 1173 ION 2769 6'-8' ( 801 PRECAST 10201, 1538 2425 7'-6' On PRECAST 904 1226 j 2163, 9,8' ( I161 PRECAST 703pj 771 R 1472E um tx wminm AIE Fmtnn t¢mtmt9 roll t 40t10DAMMit9tA4. St 4F1mlu Wn M& 4 1I(: CRAIG PARR640 6324CR579 iA& 93584 1RMCrREVISM AbA14 4 dih an PIu,IJrC b ' ° 3mEf k pF-q&AaD.mm CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nA tope m w-t4 Iam in xm An I RYD tux MIAMI•DADE _ .. . . MiAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 905 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.minmidade.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 ofconstruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or 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 requimments 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 Pan: ino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MBSILE 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement ofany 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 ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No.17-0821.19 MIAM AnE eouNTv `'j ) tplration Date: 05n1/2022 og f Z8 JZo Approval Date: 09/28/2017 17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 496-0613.01 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], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06/07197, revision #4 dated 04128198, sheet I off, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural 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. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84M19.805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill CertifiedInspection Report #84-A,120652 dated 04103/96for #5 rebar by Birmingham Steel Corp. y 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. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMI'ITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. Norse. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTITICATIONS 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 of1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables`; sheets I & 2 of2, 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 onflexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, ReportNo. 30404B, dated 04123103, signed andsealed 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 CERTEPUCATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manualfor Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 0512MO22 Approval Date: 09t28l2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. 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 andNeighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. d. gd,C:2 elmyA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21t2022 Approval Date: 09/28t2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed andsealed 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 CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, AE., 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 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTIMR 1. Letterfrom Cast -Crete USA, Inc., datedAugust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05121/2022 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 ofRegulatory 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 onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 1 s Cffetmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21t2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAIITTED 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. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Makar, 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 rn HIGH STRENGTH PRECAST AN V 'Yy.```fL.?tRr':•=`'-':.'Y.W:w,.:::}:.:''',,..:;;i':.t'}`:'`i:^i3`- 4rr. o-_ TYPE "A" STIRRUPS IY 7/32'0 MkSTIRRUPS , e[ 3- MmMml STIRRU_ PT 6.Cf1E1 DY]c1.-7 1G3 tlRiL761i'r. tZ f 0, rI'Glr SlilllF7 vu i7!...iG G7EFZ:. I (SG QfG i 0 f:7ftGlf ifiliiewii®m krWT UMMU7C'IYiirii® r IElnrAm 0 So PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE iEL`i[L.• I1i63'Siredrir,-i lr.u:1!•.:•mr"':=J. CI'ii 6.7 C R;:i:'•, D EiZ1i L'll 0 E1GLa2itl7GL r7fLa[LL•• l.T.4'.^.. lid ic r n vr,••ruarea.,.v!^.vcn::[L i+rrc>rPalaZ..'arra Win cs cam+ uraE:a ucr Gr• it]de L• ! F l, rLL' rtmAuc.MMI Irl:! ]C aCJL R.LL'r]7CAfJ/1tff M wl %. man Doi l®DYu r hi Din tros .eer..r L1 /1R IltNreL^ cADe MarcroN uma ra I . amu tr orn nriiIVU 7.15 2o2L rTow pt en Ima IrMial1f11D C•.•. IAIIM-=ADM YDDEL L Ir90D M-Ot&W7/A Ia AM Aller FA rA w MM to WM ram -'— AIC f3 tl y1At W Ar01 YtM•7'/1. iRN .to= Isemm slam [DIR Pa IWODW IIeG IDp-nLRCpI Ie0im5AI ab DI m mmm CAM re CUM WIAD ANY MIS m Or spm . 4 Vo Vm teSaotam ctrl om imm sImamaDOOMntW®• I.. wigrmtax ttDa® rumum Mall; r.. ueo w ra AuWt"i71111p Ylraf w mm ro 4 mm m m Iowa . a7o . IP•. aafa A Deomr IIO rt um et uW a Kcru=m um rxwo=w ON A. nR'rrm-vxwp rinoulW t! ROM wmm Ao m m = r=cL EN,q•• ra+wucrticnax u o M t r -0• %L/ .mpfr ooaAarvlaaas CRRID PAww te+ uworoOW oD11D1UW r mne® MI FWXM AM AL m n$RJID ' 6NE CA67D rAotealm la oorMW IAA AND cvm to XUWW W a ml®unn +. ^' a: j\ .• SFFRIERR 3M. mtgoul me nee moral .sum or mr-citm ua. RIB A., IJAI.N•' R-PLUM1110.4476e A CAST—CRETE 8" LINTEL FABRICATION DETAILS uI aArr r_oe,n• v IAnne Colt A" P9FhAST R PRFST73ES9m 11JJDI1FIS mtmrnee7 i eceeTveAl aeon 116.i0ivin . SAFE UPUFT LOAM FOR 8" PRECAST PRESTRESSED U4347k .S 4__*1f W SAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH osae Ip1-tpfou-n en" ene-m me -A um-91 Q]>V10 v*Q 924-le r" VU-49 93 -W W31-1e Y4 (421 PRECAST 2231 30ee 37n mn an am am I 30111 411e au 75n 6074 Im11 111H 4'-0' (4B'j PRECIS! 1968 set 276I 4D10 3em 1014 elm t393 4101 sl 7547 o no lion 4-6' (Sn•PR[Tl4A 1 y Ia7 2110 201 3153 4m Dro0 tm4 230 4375 410 7647 em2 1004 It= 6-4' 64 PRE 97 1217 u19 14H I910 2M 3fa 300 424 Im 3W b7e5 11M 10 5-19' PRk7YtS7 1062 IIOS Ins of 2®D 234e im 1461 2mt 4340 0 71e1 ISIBIA T6 P1 OtiST gOg 1236 2177 3031 3mW 4313 S031 1m 21" Snit Sul am 1 sm n 1 P CA$190 1011 1720 21W 22n toe 3U1 30 foil 2a11 3n1 bal IMFam 9'-4' (1121 PIIECAST 4 M Ito IQ3 Int 34Y Hu 332 sst 124S lea 25e4 xn 11310 10-B'(12tiJ Plff'OItiT 475 n 640 120 200 2777 2163 ON e43 am IM3 2053 27e1 47x N'-4'(1367 P11E17ST J62 aa7 um lete 24a 3127 40 652 916 130 NO 20 3127 40M IY-O'(u4 PREGST 337 60 03 M4 11e1 tan u9s 352 6o on 1a4 104 2,n tIDS 3m 13'-4'(I60")Pwim 298 1973 142A 1ae alit471pl7A51I4In/ aft mu7111 14'-0'(168 PREGISI 279 p4 M row 1320 iW 1127 200 442 709 wilt I340 16e7 2uo 17n Pe .31PES5ED NAL a1 7e1 D9 I24 ID1 to 4S1 7n 1770 S19m D12 16'-4'(1947 P U. o w Is 1R 710 1230 fA3 70 517713 fl'-4'(209I PREs1RM NA, In 7a 7u lu Ia wl 300 AID tl0 u2s ee 00 19'-I'(23n PRFSiRES tiR. Ion w la In m 215 40 7b9 Ion 11.11413H W I7I0 21'-4'(259) FT ST I,R, SIR IN in ao 0 00 445 MIS 2Y-O'(26nAl67MW ILL 003Nw7Mlap IR 10 fill IU IR SO 450 17t n fTt! 3,..0.anll'' ii' SAFE LOAD TYPE LE1t1:31H SUB 8F8 RCNU 3'-r (47)• PREOAST 1025 1024 169E 4'-4T (48') PRMW 785 763 1309 4-' ,(54j PA AST 592 591 1073 5'-4' (041 RNTAST 411 411 745 OSTe-10'(701 P 340 339 816 G-6' M Rmw 507 721 490 7-C (9n PREFAtiT 424 534 363 E-4- (1121 PRH'AST 326. 512 230 11Y-'(1261 PREI" 284 401 180 11'-4 (13e) PRECJBT 260 452 154 IZ-0"(144')PWJW 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'-e(168j PW,4T 205 293 100 14'-B'(1767PRMTIO M N.R. 2$4 91 15-4-(164J PRESRIFM N.R. 259 83 17-4'(20W) PRESI00 N.R. 194 64 W7 r(2b2')1'RFSIRTSSD N.R. 148 62 21'-4'(2561 PRUMM N.R. 123 42 22'-4r(254')PRFSI N.R. 116 40 20-0'(268)PRLSTR— N.R 91 33 gst I7ai1v' SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPEF'so r enr37 17u n in" tt um -a R21-tt am-21 ane n 92" 373-tt V31-23 3-6' (42') PREDIST 205M 4BI mn tat law leePs 359 43M SM m solo 4'-# (481 PREFAB! 239 SO/D nib 6325 ail» m 3010 3015 4m e00e 4'-S (54l P9F6AST 2M 2M 33" 4711 nn 2Dro Do 5 40a 11 5-4' (6{" PRfiAST n 2IIO In MISS 3a 4mm Ime 1716 t27D lD31 335e aim 4m 6'-10'(70') PREGSI 001 iWid 2016wil 2s11 III MVfd 3W 9f 4133 01 en ISe7 i on 1 2W 1 3W I 3DT0 1 4111 O.-6' (7n PRECAST sis 1 1 ass 3712.11611 w zt sta 1 351 1 377t 7'-6' (o PREtJ15T 79 1 te74 toss W 322° 7n INA tali 5 the 1 2® 1 mm 9'-4 (1121 PREPW n1 71111 1 04 Wooed We IM 9) 133 lea iln 1 2204 n10 t0' (f29')F1iUilSl 07D nit Ins 14111id 03e roll sm wM5 1180 14n nR MIS 11'-4(i]6' PR11'ASI 43 eDl i BMWIW7 137 I513 fm a4 4U7 I mad i9a ad tale 21m t2'(1/4 PRECAST 724 alit ll W 19 4" Oro m M0 m ismand let 2015 IT-4' 160.1 MASTI ll 335 7e! DM 1143 llued 421. 410 78 t110 nit 1 IWWA 14' -0' {f68 PREPJIIT J°1 32 m last1 MODA 410 425 MIm 47St 102 Wed 14'-K 17b PRkSTRESSTO 24 m m m os 151e tut 17x iS'-4'(1B1' P 1 ss4 a 317 an 40 I ms Dw m 124 Mi 1460A IVA IND 17'-4' (209j P1 to t01 m 3De Oro 1 Got 1 N0 A ae 1 A 75e 1>71 14 J 191-4'173z7 PRESIREm 1 m 34 447 A Wid 60 a In 2n3 41D in ed let 109 m 2•-4'CW') PIiES7RE5SED 1442 142 0D/ 232 30 373 333 517 40 721 01 00 as 04 2Z-O' (284.) PFMMM 137 1n 1 7t1 21s 3» Au a la 546 m w al M,-0'(2887PRMEM W 124 17D 2N two 3f1 m fit Mema 167 W n 11E NIN9135 IN PAI WHW ARE PEMW RW=ONS FOR OW 40 • SEE 1EHIM NOTE K 18 ON 9ffi 3 OF 3. (0) /11111l1immo mt nnum famp6i U o rm L. c w RELD ADDED REBAR. SEE 00,0AL NOTE NO. 4 ON SIOII 3 OF J p OEISJIAL N01E NQ 4 Ot) SIM 3 OF 3. PAODucrkEpartil 7 p0D17CTR8t01. Fl ,J (J; 0EN : ODUd' mcaboyheouFloAdt •'MOe Pb110a °0 +IINOr „7 ` A7M09D 9aD41Km° o w pb o12i•/S ' emoM ; o /?(--- nbwnDAme P1WL A eY2 2°Z~ auxe` x4ioaelMWPY Ri O D- 1 Vj 6924CR670 SEE GENERAL NOTES - SHEET 3 OF 3 NMI! 4 11 aO Q 4411/ 11111•' o, OF mil CAST-CRETE 8" LINTEL FABRICATION DETAILS ar. AlgfLl 1!! IOIro DEIRI•u1 am 11 D10 IAUTA, U -ail. m 4ot1 !W8 ON ro CVIn CmftlWL m -1. a toll I UM lDIII ! OY 7 SAF13 GRAYr'TY LOADS FOR r PRECAST Vd 2' RECESS DdDR U-LINTELS itam SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6Rl)6 0.0 vA alfl a6Te-Oe 11I -M slFal"ll mb-I.mlo-I6 W14-I rifl6•I on- ono-11 W950 4'-4• (52 PpEtASi 1635 1740 mu 32ag 4341 Sal 6/03 7m 1631 xn 6m 6w9 am OW 10103 4'-d' (547 PR$AST 1494 15of 30r3 29P2 3m 4944 M4 6901 n5 300 mi 6060 tOM S' 8' (8B' PREGIIST 866 m 1770 Ills 2W 3402 3M 11n 24A{ 4si7 17e1 ag 70n 131led S-10'(701 PRETi15T 8f0 es• tau two 2124 2640 ant 37ag 1113 230 4242 Gab T e700 6'-' (M Pima 797 em 1eu 3120 sou na rut Taw 001 1e1S 3126 bob 7M OM I 7 -6- (90'j PREiJ Sf 969 755 410 2461 3771 7279 602J 765 1490 RUES me 5T 9'-r (tin PRECAST 411 406 9B 1511 31t9 4w1 aloe me m Sao 2PS1 J12! 4160 6051 SAFE LATERAL LOADS FOR A-9A9ffieHM 9w arr..Mo nnnn IIA imm A SAFELOAD LENGTH TYPE 8RU6 8RF6 R *MU 4'-44 (511 PRECAST 758 757 1164 4'-6' (541 PRECISE 694 693 1073 5'-e (80 PREGST 408 407 655 5'-)0' M MAST 382 381 616 6'-8' (80) PRECAST 595 788 464 Y-8' (901 PRMW 509 674 363 9'-e (116' PRLAIST 370 490 1 214 J) THE HULLERS N PMEMHESIS ARE PERCENT REWCTIWI4 FOR GRADE 40 • SEE CUM ROTE 19 FM ADDED REBAR. SEE GENERAL NDTE O. 4 DEMM 1. MOTES IW.eYe 1 w0tl1 idJeda 4oPq b" edd.• d Or uh r ®/d. C .o{ F41. 1• IOOD Pr ag1a\ w is) 1L "ft =d- rbulb how4 yy ate• •u m •! MwytMtlNrspq,. Ny•ayNgsc1.(dlM-- a0t0 •r t01r CygwdM Za. p ,iw Ilor mT Ae1 l ®" N In loeb sYb tk.61 li IV tlo1N(U OhO` 9` AWpy r MIMA DO bd .da.0.nwWA94m0Ifr9 rWd Iwl q e4 WA.dd W S LD 71 A0 y . may. p r 11 Id.Wy(rwl•i 1 u pwF ONi1ip ••0 0! WIWI tA1'td IoaO 5d. bM=W bW Ill) ra Pp* *Ad b4* all amM .& b" his MAMA bw hgle .0 e l iio3ur1. 14 M WMdk . no dma e1.hMd Ym ad b5+d mp Rm 3)14e6L LA xWo rtl rd lad M1•R V) td, b.& a mPAq-d Am" IwdA 4) TVA •.e,a b 16peal .ekel. 1m gedl 40 Del .Old aOaR IQ Sd. Ial. bmW .ei.6ed Oa1p am1j+ r.. •1r atA W , 1n f rSt Wd ,1°»`r iailsiAW-W aav l.r., =4iy .b YgM m.o le.°i6mi L`mu ld.ed'VidI WFiatOYm A. BE nbed. . f . -4 .ld N•d mab L/1MMcrV•L•a tleetal IO. lbi! •A•Su O n$ Yh . p tt.. W4d 1l41b a 91ura1 U.1 a 4PIolt ac.q*muN* -0 2I Ai "' 4a III? PW mr b AWA d W W /5 aba m•1500p71 rlYmd =00,, M •ems dTl Ib .d0rsrtd Q7 Nt v y SEE SAFE WOOL tOAo 9) tf. d. %war .wb.bafvMblbA Ina V. •d. W71.L. by per` s7sL IbRI eoOlRl ml daq d d-aq 4v. tla LW0 IN7MSFIATIVh:: REOFDclw ) Flfl PRaItoNA - Rd Odd 10 0db.. Sea WW'rdn 1• M bard d V. Odem d 14 bW —ilh I CIR TSP ` of oft '4x94•r SAFE UPLIFT LOADS FOR Be PRECAST-*/ 2• RECESS DOOR U-LINTELS 4--+CM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH aff1 tt la1 e9n4-1 e-I 1 agRe eaao-rt ii-2r o- O614-2 s•1e- ewu- mra- 4'-4• M P6F!`A9 1661 2362 3050 3751 440 640 m 16W 2362 30a1 3M 4445 6140 4'_r (54' PRECAST A17 1w4 an 2i39 3107 WS 4W e07 MR 2172 2039 1 307 4273 444r S-r (6r) PT Ast na 1 9N7 2M M4 3W 300 875 t269 im 232e 2554 33C 3911 5-10-m P11EIiISf as 12W 1746M to rd 2773 &0 27109 155 1233 1746 2251 2773 V29 1i-8- (60' PRECAST$70 on 1 142! IA70 3a26 DO too 1569 Im ice 20 320 7'-e (On PRE= w6 742 sm • 1 2100 2597w eM wi m 1314 IR3 2166,1 ZIP 21M 9'-6• (iInPRMW M 4a 1a 1222 tft flag 30 6r0 ton 13ti6rmmle ri]1 f) THE NI9IBTRS IN PARMMW ARE PFRWU RMUC110RS fOR MAX 40 FIELD ADDED RMM SEE OOrFILQ RWE N0. 4 a. am =2 MA TYPE DESIGNATION f - f711 = MR / • - mum F 8F16-1B/1T Fww f' • IIIA aa'0 t-I/2' Or7A yCAMJ T li+, J y is xm Afwm PAODUCr Lull CAM JIM LEM ,,, 1! 4. w EN • 04ir BdW4'.S REVISED 2 tamtAyloi a,lE lEa Ede ApIR Iwil®qA@l . Ylagp r W@D Id 9r lEerlmWO 44 •. MI o i7tS t A _ 1uaw6.trra rwlraul6. n-A c4 m1W 1bld -7¢ oZ E R1 , G ,• 8344CRD79 BEFR(M R. 10564 cu• yL LINTEL • 1iracanlr.=IIQb•r:ar,r4crrrr'tr r.•:rar: ,-. `,., , n a:ra+!r3cnra:r veym:rrrra:srt:raa /` f`:;•..Ki1 .,•'':_l rktarritiyailr,r ir 1r.l;rr' r trcp rga:18JT'e:r.I!r.T sierr.f.• _.. , i.cwuna;u:.-1ra:1aa 7isra ci rr n - Il© - M IAM I•DADE M1Ami-DADS COUNTY o PRODUCT CONTROL SECITON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Kwnl, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) m-mmniamidade.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 Pan ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "CastCrete V, 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 ofAcceptance 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis 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 ofthis NOA shall be cause for termination and removal ofNOA. 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 thejob site at the request ofthe 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. Mroi 1 )MTY % l NOANo. 17-0821.18 l Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq l2 $/Zo/•7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet 1 Of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, ;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 onflexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared byApplied Research Laboratories, Report No. 30404A, dated 04110103, signedand 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 andsealed by Craig Penrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manualfor Prestressed Products dated2002. 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 1 through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT Ef D 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of3, 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. ByMami-Dade County Department ofPermitting, Environment, and RegulatoryA airs. 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., certifidng 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 (RER). E. MATERIAL CERTIFICATIONS 1. None. It' • i 4 1_,l elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Dato: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of3, 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., signedand sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER. 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mani -Dade County Department ofRegulatory 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. Eieimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 I 4^ZT- 4R'i HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TARLE rcvrus.r t •rt3cna Cii I 1FL il 7((L PCli[F1iLJ: 6" PRECAST U-LINTEL DATA. TABLE e a nc Tr rnyo at:ur mrrvr rnaa aurra rnn.>. Fear c s rt rarvn.-.r.ira vuor1..IrsanAz+nrc-ar.lrro, Fi•]i ras 7r a r., ,., ragan:S7+J1camrzaro, Favrric raIr rra1r2jL 1rrmrr7@rra'rnr raruraararti raar r71C i rrc+momrIruarrraartC::T1FF 7 MUDUm8aIF7 _'J[RCafZ•i 1Rearrrr rrL7r"— r rr r rm rreiTINU-1=w1r:LLDe'rsvfrlriztrpT,rrryeuo rrcu r. ar;ti. TYPE -B' TYPE 'A'-Vj1 W 10 ffoo" WMo" P M"M rw M 11W AM" rO CKHM A Cgrreon lai AID 44Mrl Ar AOM UM CA MMOM vMM IN FM Loma COMM ear--0@ tW6 M MUM =1b C/A+ WA ASsg AAJQ A N AM A X934 4. COMM CAn to 001 Lord . AgrC A CMM gnmam M1 - grW m Ili ALL C OM AM Y rwl Mol Odi m O lr AOrwms WAQ M amm - w cr uvas lia A . gogAmIgg g glv AAgwA I.. " Ilrr Log gC. ma favmm gm rrm renal nm Low K Ca "a = [CW to it IWOl 1= =10 Agrow MOU Can OM. al C AW V M= UM A ArM SM MC1 I{al 4" PRODUCrMtSM O '. ao'roerpmmrbl Pxonucramn rPiaw+ EgikW po . n3 Tt c " 8 ORlO.•' E924CR6/9 ECG+•' FMii FL 33S84 n PRECAST AND PRESTRESSED LINTEL DETAILS Mr ucn rrsm-IA I WAU n AW 1131- 1 w4m a am f CE14EPAL NOTES q NM-11ebe FsF.rI &,m.d a-=sd pMl . oo+ p:par pv rowlwtl0 t O`oA''+ no rO w rtalof pylSvi °1ct'o W. 01. s 4fJAlm Se(. Mbbomed -f Q T it gym r81!(l2tttaemldi L" 0 to*W b.'o b le. 3) Pm1W b0 nrlm bed and Mod iobb. 4) 76 main b p>elEede Lx'Ades lbo pond n*4M forONbbud'+d rdsc II>< rtleei7 ai + 14U (,u7 . wo fC 1 D0 n AS blab meet a mined dslbcYa-4 a kyo uaatz + VIN ddbdb4UNbOoadtomoditaenaLLqIb. Mde bubo CodsSmfimIdt1Ll.1m +IOa61 d) SEsn Obd Wo m mpbd tit 4' e1is U hc/dd •/ 4*dhmesa bobdd I'dftoL0) ba wd d.am-od mot mobp p/dsd1hu.. -eW bel sue' soetrmNowommlanddeercidd--m7j imyrmcom b m" ednosideftodow+h beg r.bsb lea se b 14) Web JMJi!• Obi. m9iWe/ M6q El6 11i I iprlbdr4p0.0 sue aftu,Oed bsd Ara bind 16) An wooto Old boob cot sbM ma acts br Inn owl bw Eqpt deem. 10) Is Edd k4b ad *M ties orb bud awe eat Eagcl WO &M IT) 2de bob m mtpb4od sdo-•b bed• 18) Sob bods bmed e- n6W do* ** pr to MO ad AO ]ia 1 rsbf m-d baadniem7 b (NON) obese Ob 4dd Sts dold bsba SEE SAFE WIM LM LINFS Ftlt LOW MING c• 35Y {r1"• FOR EACH ADGItNpNIOMM RALCOUM1/ Y OR lYP 1 7a. _( 15 REBIdi FOR 6' LWW 5 REBNt FOR 12' UNIEIS cci4cc 40mGMSAFE LOADS FOR 4" SOLID LINTELS CA- 41—M GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PREGST 1180 4'- V (481 PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6' (78) PRMW 360 T- 6' (901 PRECAST 260 9'- 4' (1121 PRECAST 156 10'- 0(126-) PRECAST 116 12U8 C--. 0-cm IUPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (427 PRECAST 887 371 4'-• 0' (481 PRECAST 597 320 V- 6- (541 PRECAST 529 258 5'- ld(701 PRECAST 407 148 6'- 6' (7B') PRECAST 388 118 7'- V (901 PRECAST 280 67 9'- 4- (114) PRECAST 187 55 10'- 6'(126' PRECAST 152 43 12FB 12F12 VMS 10) 1tA - ttd Ihld ... 11) ROem hid dbd r-bato be bmld d Us balm• d IG ktd mdtr 7 n V. noDuarre1r( BV °BU8 We 61`12 6F18 r • • . yt:.. B: d16eNCble .. 1 1' ' • • Aemylsr* Nol 082/./g •'! . Din• / J9 t • . tti '•'`' L' b={ic TYPE DEMONATION f4adf ffDmaffi • • M M1 •°T ' w f' ,yc T c 12F16- 2B/2T ! :;;,;-, `"7'.a;. N?" cmot er:sJ J L •d Y.y t' '/'Ca •v-1' .: ir4•`:;.ei /, sv mm •., rre n 1{ giY ' Fps •'^' y i. f'•'\ •:'h,'A:-fl1i, -: f.y n WAMM wlogs • '•tea .•7 '::/i' - ..,• :,•t+:! %':: .Yii. 0 aD1lD le• f @441Le M.: jrco7 J "iej ' t: i . ` A^ 121` 28 12F24 12F20 19LODUCl RDW61m Sm= 1mlu® '•,• S, 4 • 1} Dungy _ yrdA Oo PA 1lJ• 1 S m -p p, (. bt tY llo7eul.Inonl • • •~• • • • • '°Q•. . ._ iJ:j CRNOPARRINO jam, f Dy a -• o .07 8F32 8F28 6F24 6F20 ''.`ld+s'S/'N Ta'G %RSE({iVHi lW3ii ud ocot 8 CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 0 e •m'm " j,;. a 1E! AAYC pONI!-1t vAltm R ARAA AMASGISs LL11 OE CM PAM PA. - fCl IA IOA MAMM U412 Sm 10f ) SAFE GRAVITY LOADS FOR 8" PRECAST U-LINTELS N SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 618 US-1B 6F12-I EFib-188ii0-1B 6FI4-1B 6F78-1 6F32-10 3'-6- (421 PRECAST 2332 2876 3892 MO 6148 7227 8297 7 4'-0' (451 PRECAST 2025 2313 3592 5050 148 7227 SM. 9357 4'-0' (541 PRECAST 1654 1887 3633 5050 148 7227 837 7 V-10'(701 PRECAST 1067 1260 12198 7 5734 7227 8297 M. 6'-6' (7n PRECAST 949 1078 1831 2850 4328 M7 7 9357 7'-0' (901 PRECAST 779 883 1459 2108 3151 4524 66U 9357 9'-4- (1121 PRECAST 684 860 1056 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 568 895 1270 1706 2236 2898 3747 II'-4'(13B') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-W(1441 PRECAST 425 477 744 1042 1377 1769 2238 25M 13'-e(I607 PRECAST 373 117 646 895 1170 1 1485 1852 2285 14'-O'(1681 PRECAST 351 S92 605 815 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1198 1437 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFI LATERAL LOADS ono A- oon-afff lu IMTCI a 4M„.446" SAFE LOAD P1. F TYPE LENGTH 8U8 BFB RCNU 3'- 6' (421 PRECASF 587 1055 596 4'- r (481 PRECAST 487 787 445 4'- 8' (541 PRECAST 416 609 3 44 V- 10'(701 PRECAST 300 360 198 6- 6' (78' PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 9'- 4- (11n PRECAST 173r277 74 10'- 6'(1281 PRECAST 151 58 11'- 1'(1361 PRECAST 139 49 12'- O'(1447 PRECAST 131 44 PRECAST 117 223 35 14'- O'(ISn PRECAST 111 202 32 17'- 4' (20n PRESTRESSED N.R 130 21 SEE GENERAL NOTE )8 SAFE UPLIFT LOADSFOR G" PRECAST U-LINTELS W' Mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F6-II 912-1T 6F15-I1 070-1T W24-IT WO-11 17 3'- 6' (42') PRECAST 1412 2074 2715 WN 3997 1 46M 5279 4'- 0' (481 PRECAST 1225 1800 2357 2913 3470 4027 45B3 4'- 6' (541 PRECAST 1083 1592 2084 2577 3068 3562 4055 Y- 10'(70) PRECAST 831 1222 1500 1979 2357 2738 13114 8'- 8' (7B7 PRECAST 723 1 1097 1437 1777 2117 2457 2797 7'- B' (90-) PRECAST 648 09 6630* 1249 154411 1840 M2135 N 2431 9'- 4- (112') PRECAST 573 57100 930 to1252 1492 1732 1972 10'- 6'(1287 PRECAST 514 462 787 1121 133 1551 1766 I1'- 4-(1361 PRECAST 474 404 05 is 985 1213 1142 1645 12'- O'(1441 PRECAST 454 a, 367 19 0 8BB f093 1299 1506 13'- 4'(160') PRECAST 402 m 308 516 733 906 1076 PRECAST J68 285m 475 077 832 989 A14714'-O'(1661 17'- 4'(2081 PRECAST 253 208 338 476 AIS 693 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FDR CRADE 40 FIELD ADDED REBAR, SEE GENERAL. NOTE NO. 4 PRODUCTR6YLm 8a' W IE" PIm1Ua A¢ eP Ice 8 By Mel ASu _ t IMPI.wFbrfdaA Noo-G o3.oT t /, t3P't1.` CRAI6PAFMNO oaro ' 18 O • M24CR579am f rlhllnpl I FLREUC.N0.14758 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB A SAFE GRAVITYLOADSFOR 12" PRECAST U-LINTELS 4"11114MI11 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12US UW26 11F12-29 12116 1310-29 uRa28 INta29 Wv-a S-C (42' PRECAST 3428 5000 5M 7619 9352 11050 12755 14438 4'-$ (4n PRECAST 2923 4232 5838 7819 9352 11060 12755 14438 4--8' (541 PRECAST 2396 3464 5304 7819 9352 11060 17755 14438 5'-10'(701 PRECAST 1612 2320 3218 6234 8487. 11060 12755 1 6'-C (701 PRECAST 1383 1968 2079 4126 8421 10032 12755 1 7--C (90) PRECAST 1139 1828 2131 3218 4978 8758 9793 135 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 1W-6-(1261 PRECAST 614 1043 1295 1853 u18 3373 4334 5632 11'-4-(1381 PRECAST 518 945 1162 1649 2218 2893 3719 47 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2017 3333 4 13'-4-(160' PRECAST 359 761 928 1294 1709 2188 7743 3409 14'-0'(168q PRECAST 321 7204 865 1204 1584 2017 2451 3106 17'-4-(2081 PRECAST NK 451, 631 881 1141 1426 1750 210 19'+4'(2321 PRECAST NR 30 477 700 928 1152 I380 1609 GNP 40 FE1D AM RML SM Q)m WE "M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wT2' RECESS DOOR U.LINTELS 4 w-om SAFE LOAD - POUNDS PER LINEARFOOT LENGTH TYPE IZR06 I2W8 2B Iffila 121F14- 11J!<la On-ff IMS IV 4--4' (52' PRECAST 2WO 2942 5469 7584 9640 11669 541 PRECAST 2319 2740 5468 7584 9640 11669 5'-8- (681 PRECAST 1347 1841 35% 6395 9640 11669 5'-10'(701 PRECAST 1259 17SB 3361 5954 9358 11669 113W67915M4'- 6' 6'-8' (901 PRECAST 924 1430 2033 4415 8884 1 7--6' (901 PRECAST 703 1203 2157 3494 5259 7922 9--8' (1181 PRECAST 389 843 1451 2157 3203 4427 ul °s tma m a "JMMLM M nmam mvAm s tatMU40MEADAMRm1L6ac91tMNOTEN0. 4 a C 3A PAL- LENGTH TYPE 12U8 12F8 RCMU 3--0' (42' PRECAST 129514841 39 4--0' (4e) PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-1d(70') PRECAST 681 12547 155 6--6' (M PRECAST 579 2107 1234,4 7'-6' (90f) PRECAST 474 1771 914' 9'-4- (112' PRECAST 355 11326 58 10'-8'(1267 PRECAST 306 11143 454p1 ll'-4'(13n PRECAST 278 1041 38 1Y-0'(1441 PRECAST 200 971 3 13'-4'(160) PRF7`AST 229 857 278. 14'-0(168) PRECAST 216 809 251 17'-4'(2087 PRESTRFSsm N.R. 833 16 19'-4'(2321 PRESTRESSED N.R. 1 534 130 4'4' (521 PRECAST 4'-r. (541 PRECAST 5'-8' (6n PRECAST 3'-t0'(70F) PRECAST V-8" (80') PRECAST 7'-8' (On PRECAST 2'-8' (116') PRECAST uC1'Ravlssu A llmeo'm 7B SEE GENERAL NOTES - SHEET 1 OF 3 lm4eal tl, 6 - PLF SAFE UPLIFT LOADS FOR 12" PRF1.-AST MUMM S C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE IU8-21 12T12-2T f2F18-2112rm-2t t1F24-IT 2t 32-21 3'-6' (421 PRECAST 2752 4287 W13 6938 I 8284 9589 10915 4'-0' (41r) PRD AST 2389 3721 AIM 6023 7174 8325 9477 4--C (54 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10'(70r) PRECAST 1623 2527 3310 4092 4075 S858 6441 6'-6' (781 PRECAST 1444 ZMM 2972 5 437E 5061 5784 7'-6' (90I PRECAST 12670 1767 319 3806 4411 3= 9'-4' (112-) PRECAST 1028 1171,2Dos 259 W 3593.4079 10'-6"(1261 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4-(1367 PRECAST 855 829 1444 1982 244 290 3384 12'-O'(1441 PRECAST 814 753 1269 1788 2201 2616 3032 13'-4'(16D' PRECAST 678 633 1057 1485 1826 14'-O'(168') PRECAST 622 586 974 1365 1679 17'-4"(2081 PRECAST 434 427 695 964 1182 Al"32309 1V-4'(23* PREDAST 366 3701 593 817 f002 tU Ya nwmns 1! PA[UMMM AII MUM RiDUMM r01 1I1A0[ 40 Mb AM m31L S¢ WUA RR M 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/2' RECESS DOOR U-LINTELS tmm-him I SAFE LOAD - POUNDS PER LINEAR FOOT ENS 447 O RAG. RAIN; 4'-4' (521 PRECAST 1626 126M 3746 4'-C (541 PRECAST 1558 1 25M 3602 5'-8' (6n PRECAST 1210 2042 2850 5'-10'(7Dj PRECAST 1173 1984 2769 C-8' (80') PRECAST 1020 1538 2426 7'-6' (90r) PRECAST 904 1226a 21 9'rg' (1181 PRECAST 703 771 1472, IAOIBOtS a PAIRMIQM AIE KFMIT m1AM m K I 40 MOD ADO1D I.. SEE CUM NOR K 4 CWGPAM( 'O 6324CRS79 EfR m 44 93584 IRODUCTR6VIM Don0v l 0. Flwfda A-VbmDAe ° •o; 78 ptN...it" .•- 14.. P.F»'1aT;16fiD.411 9nCAST—CRETE 4f1, 6" & 12" LINTEL SAFE LOAD TABLES AR mm 1100I1-14 Dun m am "m scut LTA. 01UR2 agm 0 CPA fmm. IL - Im. a 4PA OWNCND, u1Rt: mu 3 m 3 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DLNISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mv,v.mianddnde.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 ARJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such. testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No, FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets l 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, 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 ofany 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 ofthis 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 ofthe Building Official. This NOA revises NOA # 17-0227.15 and consists ofthis 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. k MIAMLDADE COON % NOA No. 17-0821.19 Expiration Date: OS/21/2022 G9 /Zg / ) /' 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 L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onfexural 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, 349pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculationsfor Cast -Crete 8-inch Lintels, dated 11111196, 45pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 datedApril 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certffled Inspection Report #20-8345 dated 11113195for prestressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-jWI9805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill CertifiedInspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp. my 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. 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 I of1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing I& LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report onflexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.B. D. MATERIAL CERTIFICATION: 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 14 e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OSA 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 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. Letterfrom Cast -Crete Corporation, datedJanuary.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: OV21/2022 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 of3, prepared by Craig Parrino, P.E., datedJune 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 11kIiami-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom 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 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 ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Malti r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: W21/2022 Approval Date: 09/2.8/2017 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 ofRegulatory and Economic Resources (REV. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom 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 onfexural testing on Precast Concrete Lintels FilledModels, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, kzn d. Cffefmy A. Makar, P.P., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS12142022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 10. NEW EVIDENCE SUBNUTTED 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. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., cert6ing compliance with the Florida Building Code, 2017 Edition. elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05t21/2022 Approval Date: 09/28=7 E-6 r ELS 7 r•. ..,, sr.. ri xr`. F 1 it Si { onr'Ac:lmvAal-'NuMMEL12au+rtX7A"rAME IF]CiiQmCi1t/ 1 °' Lbm7m /F rvlrf-i0 rLFA=A 'JL•F7i7 " i1CiiF7Lll7JuAgAnoug-R7 10"IE-1111 iIEW}1=i-';l 'rif7c ..:l1UMi[QG1i0 EMDfit 1=®m= FL•S/F>:F7CJ l`!•[:LJ r'!1/Ef!'!1FSQFJ rL\!W rtte re5a n= tti W'ar ; f+.l;tR.V -, Vet '!,1t= na o r L ,. • • .1:71,5 wr r.:+ r1LifJR1+7S , Ft1L'''GQF ierro nI'J/J m F:7ttaJGCJ1G FjC7a t]Cti1Frru FiT• :]ii rtiu ce>+\•:: to s.u r :tea T.v..., r :.a,=_ r-'•r•; r w N.•r. tiwt'.• "am. AL I'1.1r—A.ID tpO. .M..R IIIIIG At.trM'Qrlm t!0[ tA.LL'[ilmQjr. '• RV M m •ivr nli •r tmiam L r r t r.RS111F.5t0 L Q [IMia.tlNm LGR IA..ImtitmN 11tMEL 6 HWUCWmm; 1/a W Aanl ASM K N. tb OM = IOU MMM W IMM-7 AND Is WO aut a AM AAIIPt/t/ mcm Down . W.-M mrx rtamcmp KOmI¢o a somm Ilus= HOOT DA11 to a IIm mmtm am to call tloo Ain AAM AL ar gOa 1A . 4 Imm1 M L oMR=.l1 m71 f. • at AI Joe r tAa Im.a FAM L rluuus M LAW mYM0man01m16qn ..m M M A4 VK= O am Iata; L .A ra00s t0 "*wq mm Tom m 1. n10m1. t an= IW? - GT . IF , a vu W cmm " a. Imp a Lo W /MOT®D Uan XMNI" am t. 1n1i10m_ngfgm rR1aa» is IOCL atm w Imam11a Immm try' Rlff ON 1 - - R8 - MGWCCOCYL4 1 "Uh1 tgmldf'hAa91lA.PbW O • E R>p UmlDtu .q,.l L CRA1QPAFMO l= MWTMmy W0111ttIOM a Vocan s M M0 W ~ALQ a ., ..(} q{ Y. 632{CR 679 ' r101wm mr mrmalt tA1p AND tvuacr Oc Italmouetn on lorooulm i • :.R ,,t••,,\ +.+ 6FiR RFL 9SlW alrm" to tall =M11 ao0 = oftw-gm ML 1R 4 t anfAL rA++ FLPE UC FD.ItTb! Sul CAST—CRETE 8" LINTEL FABRICATION DETAILS mum om-u I nv rn tma r om m -1m. m to» I x" m1 fo mu MAI almm0 m Cm n— & - Im m. N1A1 I UMO W M am I Us aet:F aomnw 1 nAn9 FfIR Y PRECAST S PRESTRE8Sm UUM$.6 SAFELOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Sa es-mara-» alr® ant-te 911•0 an&-e a7D-oe avmos 04-m 6L4-Is a2e-De 61ts-te eta+a 932-te r•$' 4 PAEg15f 2231 asee 3112 5163 m Am 15m Iml 300 46m Stu 7547 U74 am I'm ti-0' (4B PRECJSi 1966 2stt 1 3120 41rA am 7m4 star 2 405 1fu 75q U74 Im14 IIsD1 4 -d' (54'I •PRECAST 15pg IW 21tO U31 3733 4576 6m am 2101 4325 5113 75q Un 1=4 Item 5-4' 6} }YiFOltif7 1217 1342 1435 lint 25W 317d 30s 0 Ism 3ts0 M65 M s733 10 6'-10'(7U') PRHi45f f002 1111 Ins a1 no All s00D J1i0 1451 26M AW A 71er W21 6'-6' (19) PREDAST 9DB 12D 21 3m1 37D7 4303 6011 1236 21n 34W 0p5 6, (YO' PREGSi 7 1011 1721 1t323111 3616ro1112111Mel9'-4' I12l PRDGSf 111N1476 K. 211e 31m1243I60ow 10-6'(t26 PIDTAST 475 eW 1Nr 21N IIL W IOm IS>J IAIIl'-4'(136'PAFpSt 361 at W um 11» 3127 4D01 St 10 130 IN$ 21m 3121 402 17-0' 144 PI0 CJST J37 so en 1254 1 no 20 3w 660 03 1254 is" 2W 2W5 3532 Ir-e(160) pmw 296 01 m 107e xv INO 1316 20m AIN 70 ID76 1421 I63e 2310 2111 14'-O'(168 PRECAST 279 4 70 tsm 1a1 uW 2127 211) i4427091002I= I6t7 927 mo 14W(170 PRES[RESsm NR O 6D we Is wt Irt 452 7m 1370 IOU 2245 7517 II12 1Ci'(18}PRE51RESSD NR m 110 10 4R 71D71 2512W n17U 1W 732D IIIJ W-4' (2091 Wf WESSFD NA, Ia In W1 m mt to W 60 ISD 100D ISN 2)p 19'-4'(23n PRESTRESgD kR. IA N5 to la 235 4W 7W rA2 1516 016 21'-4'(156'1 PTiMMSED N.R 1R to Its 740 SM3 P73.4 IIH 131t22'-4r 264") PIR.SIROW NA• 16 3130 AO IIIQ 17d125IO3s1 24-D'(266') PR6TR6SED NA W W t22 1I0 450 H4 L IN 1012 1 IM WELAYERALLaMS FOR 6a'• SAFE LFJdGTH 1YPE BUB OF8 RCMU 3'-e (42'I• PREW 1025 1024 1598 4'-0' (01 PIVAST 765 763 1309 4'- r ,(541 PRECAST 592 591 1073 5'-' (641 PRECAST 411 411 745 Y-11f(M PRMW 340 3m 616 B-er (7n F4tE W 507 721 1 490 7'-r (90 PREGST 424 634 1 3413 9'-4' 0121 PRECAST 326• 612 230 1tY-8'(I26) PFIMW 284 401 180 11'-'(1367PFIEI= 260 452 154 12'-O'(144')PRMW 244 402 137 tr-4'(160IPRECISF 217 324 110 114'-0'(11651 PFEW 205 293 100 14'-6'(1761PRESM.MD N.R. 2$4 91 16'-4'(1B4' PRESTRESSED N.R. 259 53 17-4'(208 PIE4UMM N.R. 194 64 19'-4"(23n FWMRESW N.R. 148 52 21'-4'(2%1 HEMMED NA 125 42 22-0'(I647PRESTR NR 116 40 24'-0'(2887 TMiESRiF55® N R 91 33 nAm 111p1.111y 1sans FOR R- Msc,0ATR. PRESTRE98M w-wiEl9 4 p81+r1O SAFE LOAD -POUNDS PERLINE:AR FOOT TYPE LENGTH et6-rt 421D-tr tl2o-rt e1u-rt D17Y17 oQ-Ir W" St1s-m ow-W st't4-C W21-II amtdr r-0' (42) PRHiIST 30 43M a1m 7m 206! 43H SW 02 7C01 4'-0' (4B PREGST 23m 3w Nis can onF-M.- 23mSOW 3s11 I= 4WD4'-ir I PRMA& 31N0 2M Sm 4M 411 OM 2D4N 2 W 3M W 4711 OJ7a6,(641 PAECASf AI m6 m t 4522tonuws2wSJ3! 4m 5-10'(70 PRECAST w 3 307 41J3 e11 16f W3 s W B-6' (761 ffms H 2M M r w 10I 00s 9Po 325t sm 7'-' (901 mar w t tW ms V Sfis M 1224 II24 2005 242e an 33U 9'}' (112'I PHEI/IST 691 701 10 104 11116 2 15W 611 m I mot I") 1161 1 204 1 Mg td-6'(126) PREGST ma it IIro 145 IW 2N7 so tw Ion 17ID 2005 2N6mil11'--6311 PWST sW IW7 IV 1513 t7n sW Ian 18u 1315 21m12'-0' 144qPAECASf I 4 s3e I, 13e2 ISW(/ DID ISW ISO 1st 2013fr-4'(1t30%PRCGSI 3a W7 m NNI ua Uf3 4W 1m 1tg 1t 1 Ismie- r(161t'I PRECAST 366 NW 7M Itb 410 423 m Nil 175D 15Rm, 1107 14-W(F76'} PRESTTiLSSEO 231240 a25 m to Ws NW m 1 me Sls wl 1734 15-4"(18}'I PFIESTRESW 2x7JD 31) 30 416 Its m on 70 12 sn 1460 1054ed 16410d 17-4'(2oBjPRESIIRSS® is 3mms ns w t I 9-4t•(232'IPISSIRFSSID Ia in 2» w 341 420 0 417 w 6o 141A 1OW52 w 17D 21'-4'(256'I PRf371E.SSED 142 0D1 JW 313 OD M 95 H2 m JA Sn I l96 00 22'-O' (2641 PI&S1RES3'FD u7 To? s1 W IM eu m ID 223 J76 u mad ssi to 24'-O'(286 PRESTRESSED 124 I 312 fi 492 714 20 J1s 4A sOs an j) THE NUMBERS W PARENDIE.9S of POWD REDLCM FOR CAAOE 40 * SEE IIWAL NOTE W 18 ON S M 3 OF 3. (/) FIELD ADDED RMk SEE 6ElMK NOTE NO. 4 ON SHEET 3 OF 3. vmRbvucrAm&vjD, R0OUCr IMV9W mQ' w • Day u`1 1or OrveD4 ' OEM, nemlptylryttrlOthe FloAd6 Daft sO sCM4 Aampelcc. N*-QS J.Iq Wift a`Ne"`OCodereye -e221i 'a1>msw 3 ; o OW 22 / 7*• TE; FERAL NOTES - SHEET 3 OF 3 6 IS uo1 • L•,'••'tOR JEM AID PLWUG XWXXIMM MI 0KWL 40 OEHEItAI WE A 4 ON SHED 3 OF 3. iT/ PROGUCT116V110p W4 0p° i4Y}nbo plWL CRAI8PAf1PoN0 O u so2• 111924CHM !( . SEFRML FL MW n FILRE. C• N0.44766 8" LINTEL FABRICATION DETAILS B SAFE GRAVITY LOADS FOR B" PRECAST W12" RECESS DDDR U-LINTELS asa SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH eA116 6u m tar W1 016- m7o- ta le aFla WN-I MM-t 1IM-I acn-12 WOMI- 4'-4' (MI PREGIST 16S 17U 3166 0 430 5421 fd3 2W tat a9a i m sae am ae lam 4'-e' PRECAST 1494 15" M13 2992 39a 4946 SM toot ass I 62a so am son lam 5'-e (68' PRECAST 866 ot0 17n 171e n JIM 3402 3m 1107 2te1 4367 Wa 00a m7 6311 FRE= 810 1% IW3 1100 2124 2646 3174 37M 1113 2m 4242 smad bosom 7 1 am G-8' {etf) FREpST 797 lot 623 3110 5046 7747 Noe 7311 101 tme 3120 6016 7913 tag 1 7-s' (9oq RtFJrws1 669 735 14W 2459 37n ma 77>9 am 7M 1410 24H Jn6 m43 1 9'-D' (Iter) PRECAST 411 I6W nss 3121 tat 3146 UYe e» I5t6 5J J1294 160 01 SM MTERAL LOAM FOReneneeir.n» nee•• none rr m e 7 OPLFSAFELOAD LENGTH TYPE 8RU8 8RF6 RAMU 4'-41 (52' PREGI5T 758 757 1164 4'-e (341 PRE= 694 693 1073 5•-r (01 PRLT.LST 408 407 665 5'-101(701 PRi= 382 381 616 IC-e (80r) PRE= 595 j 788 1 464 Y-6' (90') PRECAST 509 074 363 9'-e (IIr)P7m21ST 37011,91)1 214 THE RUMBE)1S N PARWIEM ARE POWU REDUCHM FOR CRAM 40 6 SEE CQ4F)gI. MOTE 18 F&1D ADDED REM SEE C09WL NOTE MD. 4 GEHM I% wowr I MOmW .f•di dy}V11R bq 0"0 cd e lyrs ub b o ' 3m »111 6 hc1 me. O.0 OO Jm Mr m nl u) e.1ey'il eoilem qpd ice. Nkre Av C-46 r gMaed ai60 n i6 y 1Mfflo VVVwdddn Ip .maat l.ao . orlp+m: " e = w n wta Giw tom. `w'i .1b. u v c ama ww e.mla t+ ice i 1.6 2) W ..M bV r.4 o V6Y 41R L1e 1U fl. 19) W e.vW tW ob W am m ./. 1.0 eao A+1 rr hie +r+u 6 1 IQ fw etd Kb ed O.R ie. Z* Im6 em. Ed Mpd 1e56 dws 4 R•Nb ed m•4r Id d rr )rb& Ii) sd. b b r. wpw*pm dYt I, b.h 4) not0Om odwAiaabgqelr ptwl ubdb f33rt 11) cd& bob had o noun dW . ao b ps All a. o4 00 AD 316 Y_r aT7 ''. ow to p mT d•s4 wi Lm 6.yaY/ d a. tr t!L Str eK A We o.d or 4Ire.IgebJrf3iL9Iwlydrmd _H rd unb b / dAda W - Arm SEE S1FE UM MAD u= Fart LM Waem mar o oris b SAFE UPLIFT LOADS FOR 8" PRECASTVd 2» RECESS DOOR U-LINTELS 4- 4-cm SAPS LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eltrn 1 6 14- 1e-1 6191t- m o-n seo n t67 tA14-0 a71 6R72- a1F2s- ml 3o 4,, lid 23a Loss 370 4446 6140 tDe ion 2362 303e 1 3731 44a 5140 4'- 9" (54 PREGLST op1604 2172 2m6 3a7 4a3 49,13 a7 IM4 2172 2MV 1 36m 4273 4W 5'-- e" (sn PWAST m 1 IM tits 2354 33a 301 m3 IM 1m a1i I 2S4 MO 3011 5- 10'(m E1IECAST US IW 174121t, Lot td VIJ 32a 2S9 1S3 ID7 174t Zm a 3 a m e - 8' ( PI AQ 37o m t im s o Iwo 30 6A IOW 1OD 19lD tl2 IIDt SS 7'- e (90, P1 S'W 96 742 sm 17014 as 2ba Loa We ae 1364 nt3 2t6e 2A7 21U 9'- r (1 in HUM as 40 IN 1221 4 1 2110 313 so tat 13a 201 11MI 1) THE NUNBFRS N PARMIE95 ARE PERCF]1T REDUCROpIS FOR CRADE 40 FRTD ADDED REBAR SEE 008RAL HOE 00. 4 i@. m AM MA TYPE DESIGNATION 3F WIIa161fa9fgeTAF8F16-18/ 1T y IVA" JI J 1A11V Im yy Tt =4 N TV IK D) 10Db wm 4s tleVl a sonar 6t tom toot pQy1 •44r• _ W=672n0 = BF 2 9E2@,,CJ;.•• EN' ' , O:Bd "a1a wielaklam,d: 7 7191t®1 F1aWs 44 • - e " 9 i 2baowarRDyuou MUM lblp. V ,< R b 'ry R679 R. 93664 r..4r: 1ans9Ambwi I:Iae+la tr•ercc 4, / 6 DETAILS JtIdYllya.t• ivdinl:rrl7cLo ,,.yai f}, ',., •:` •C? C;(.?'i`?;?r t\W Rf;lY31:fi•1C711!CY(•Z Vh1.7 f,.. ''i > 7• ., •,',.,,, I\faalll lid»!/]'Iti 7it7ltY.•' a r.\:w: 6Ma:17;.:16a:1a'I4i i.;: rl_VIY/IC yi