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2413 Waxwing Way 18-722; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000123 BUILDING PERMIT NUMBER: 18-10000123 UNIT ADDRESS: WAXWING WAY 2413 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 167 DATE: February 16, 2018 LfC), 17-20-31-502-0000-1670 Q 3 q_!- 4 PARCEL: TRACT: BLOCK: LOT: FL 32801 SFR FEE TYPE BENEFIT DIST RATE SCHED UNIT RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS-COLLECTOyS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO.WYDE ORD 54.00 1.000 dwl unit 54.00 Family PARKS Housing 5,000.00 1.000 dwl unit 5,'000.00NA 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, FIRE/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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEOFTHENTCODE. COPIES OF RULES EGOVERNING SAPPEALS MAY NBE PICKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ca CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1/2 Documented Construction Value: $ , 2.14 q 6619 -&0 Job Address: 2;43* wan. Historic District: Yes No Parcel ID: 17-20-31-502-0000-1 kel 6 Wyndham Preserve Lot 1 Le-7 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mengel 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 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kurp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company: NA Address: E- mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical worts, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required.from other governmental entities such.as.water. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. a-5-IQ Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name hj2j lq,,f Signature of No ry-Statte ofFloridthay Mang9itte y NOTARY PUBLIC 5i STATE OF FLORIDA Comm# GG113111 CE 1/ Expires 6/21 /2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical 2 Mechanical [g- Plumbing© Gas Roof Construction Type: \05 Occupancy Use: 2 3 Flood Zone: X-SEE A-rrA0_k_1,t> Total Sq Ft of Bldg: 2 3Min. Occupancy Load: 1 Z # of Stories: 2-- New Construction: Electric - # of Amps /5-0- Plumbing - # of Fixtures / 7 Fire Sprinkler Permit: Yes No a # of Heads Fire Alarm Permit: Yes No [2 2. v. 3 12771 IS APPROVALS: ZONING: I8 UTILITIES: ENGINEERING: Ocr(- FIRE: Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. 2-7. 50/. W"f,. 182_ 6 Vc4a,%Qr— S , G-L WASTE WATER: BUILDING: 5r 4- RevisedJune 30, 2015 __ _ __ _ . _ _ _Permit Application _ _ REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence 4 'u.rrr= -•:.+sa):•;-si)3 '^ea..a'-s•r+a+ ^r:• :.wy;y '•g•S. -., Y•: F,. r ••,. ... .. .. i1;ci':. :: veJiz •?: t::L•'_:^-.:b- i<ii:t: ,:':."``'' .= S.,.hi '. C R C L PERMIT, z' Min Max Inspection Description i 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i P 1 GW rE +=91T Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final r- ycr.vy:.s".J•t-•-,,,.:t,:::;;mc.•-•.;,z,..;>•a.,- ECI354rTICA:T, PERM:I•T,"; e:..cr..•e•n;:...,;r-' _ c..- ,, Yy^ ; T',', '`,'„''''" ;tiv.,..;,.:;, ,, •`t'.°s,i. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I i i REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a Documented Construction Value: S 11911 '1 "! 4 Job Address: aY-H 3 LU a' , w i f10 Wan r.4-Q Historic District: Yes No ki Parcel ED: 17-20-31-502-0000-1 W16 Wyndham Preserve Lot 1 LP-7 .Residential ® Commercial Type of Work: New ® Addition Alteration Repair- Demo 0 Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mange[ 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 No Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@rrtuihemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application_ is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional.permits required.from.other governmental entities -such, as. water. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. a-S-Q Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Vab e !hrAXA Signature of No -State of FloridthaYA MangPke ono NOTARY PUBLIC STATE OF FLORID Comm# GG113111 r r4yCE 90/ Expires 6121/2021 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: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: '/ 3Z'$ WASTE WATER: FIRE: BUILDING: Revised:.] une.30,2015-.--------_------_----------------- .. --•--...Permit Application r 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: 2413 waxwing way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1670 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: Al New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-722 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or Walkway(t l Including Right -of -Way Use & 9 9 Y V 11 1Landscaping I in Right -of -Way www. sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over-100 square feet of concrete or other material on the subject parcel and / or any construction of a Z drivewa , walkwa or landsca a im rovements within the cit right-of-way. It does not a rove an work within an other YYPPYPPYYjurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kwww. hbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbeforeyoudtg. 1. Project Location/Address: apt 3 W Q7.v.1 M tJUQ.r <AY15tir-A IPU ba,_T-T 3 2. Proposed Activity: X Driveway FXJ Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is d by: Property Owner. Signature: Print Name: (Y\ICi Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stariighthomes.00m Date: • 5 - g Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right -of --way adjacent thereto. Requestor may, with written City authorization, remove said installationrimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have re a ynffeffttand the above statement and by signing this application I9agree to its terms. Signature: Date: /'' G.4 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Official Use Only Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: 2- 13-1g ROW Use Driveway.pdf 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 161 Project Address:a`{tZ IJVa'k-J iL%n 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 of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. v Print Nam wner/1'enant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets flint ame of Gen. Contractor Signat a of Gen. Contractor CGC 1522347 Gen. Contractor License # Ewe rbrcok Print Name of El. Contractor Signature of El. Contractor EC 0,r' L30gf p El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / / Rev. 02/10/15) LUMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I -1 S -1 g 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): Gd' The specific permit and application for work located at: a. 13 U J 4,Aw n h l.Wl a3 S4 n-S—a -A V-(- 3a-1 3 SrcrA Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 15day o Y,(,' 200 J by who is personally known to me or o who has produced RobArt 1A1811PAst as identification and who did (did not) takes slat . Signature Shayne Mange[ URTARY PUBLIC CE S7ATE OF FLORIDA Comm# GG113111 19Expires 6/ 21/2021 Rev. 08.12) 1vyL ' Print or •. MPIR Notary Public - State of _ Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: Amy LGCeYName: _Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9070 Ps 547 (lPss) CLERK'S 4 2018013847 RECORDED 112/06/2018 11:26:41) AM RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. 17-20-31-502-0000-1(o-1 O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PS 81 Pas 93-102 Lot 1(P-1 Address: D Li-1 3 L..) cL A Lug no( uJ ah IE (4Krh A, 3a-1 13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (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 Uenors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Unde allies of perjury, I declare that I have read the foregoing and that the facts stated in it are true 'I %., . to b owledge and belief. 17 er s Signaturo Owner's Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else maybe permitted to sign In his or her stead." KkJ t LL l State v°; of County of I w o PC-u The foregoing nstrumenft was "o/wwii/e- ednbefore me this day of t=- O 2 O by p\ 1 R>l 3 1[ r-a S z Who Is personally known to me o 2 Name of person making statement Q N m OR who has produced Identification El type of identification produced: Shayne Mangel NOTARY PUBLIC ; STATE OF FLORIDA Comm# GG113111 Notary Signature Explres 6/21 /2021 cal r RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - ResidentialPerformanceMethod Project Name: Lot 167 - 1826 SL Builder Name: Starlight Homes Street: 2413 Waxwing Way Permit Office: Sepinle County City, State, Zip: Sanford , FL , 32773 Permit Number n&7'70 Owner: : fA-%j 3y-t +icrro, Jurisdiction:Design Location: FL, Sanford County:: Seminolle (Florida Climate Zone 2 )Lw- wl 1. New construction or existing New (From Plans) 9. Wall Types (2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent i R= 13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft 6. Conditioned floor area above grade (ft') 1826 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1139.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft' b. Conservation features b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.084 Total Proposed Modified Loads: 55.17 PASS TotalBaselineLoads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and 0 THE STa1, this calculation are in compliance with the Florida Energy specifications covered by this ti,O,i, Code. calculation indicates compliance l with the Florida Energy Code. u,,,,%• '" „'•';,, O t •:... PREPARED BY: PC Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. COo 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 Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 on for whole house. 1/ 18/2018 4:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 167 - 1826 SL Bedrooms: 3 "' Address Type: Street Address Building Type: User Conditioned Area: 1826 Lot # 167 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2413 Waxwing Way Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, Slate, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 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 97.3 ft 0 739 ft' 0 0 1 2 Floor over Garage Floor 2 ---- ____ 400 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 ft2 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 1139 ft' N N 1 /18/2018 4:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type _ Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1139 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 3 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 3 E 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 400 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/18/2018 4:09 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 Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 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 Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft= DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 365.2 ft Floor 2 91.3 ft' Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Marfff f A r Ma X Jun X Jul X Au X Se Oct Nov DecHeatingX Jan X Feb X1 Mar APr I May Jun f Jul 4 Auf Sep Xj Oct Xj Nov f X Dec Ventin [ Jan I Feb X Mar X A r May Jun [ Jul Aug Se Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/18/2018 4:09 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* = 96 The lower the Ent3rgyPerformance Index, the more efficient the home. 2413 Waxwing Way, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft° b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned Floor area (ft') 1826 b. N/A R= ft= 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 113.00 ft' 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft° 6 365.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: NIA ft' SXGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft : a. Electric Cap: 50 gallons b. Floor over Garage R=19.0 400.00 ft' EF: 0.95 c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:` # \^ Date: Address of New Home: NO" City/FL Zip: 3 F (`, yOI qHE ST41 6 C041NE J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 4:09 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 167 - 1826 SL Builder Name: Starlight Homes Street: 2413 Waxwing Way Permit Office: Seminole County City, Stale, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitnsuyropp9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wail tubs shall separate them from the showers and tubs. be insulated. Electricat/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire soronkler cover plates and walls or ceffilmnos- a. in aaomon, inspection or iog wars snau oe in accoroance wim me provisions of lut -quu. 1/ 18/2018 4:09 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, Envelope Leakage Test Report Performance Method Project Name: Lot 167 - 1826 SL Builder Name: Starlight Homes Street: 2413 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Regression Data: C Fitt Sinole or Multi Point Test Data IN HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 1/18/2018 4:10 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software o.'-THE srAT o DD wF - V Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 167 - 1826 SL Builder Name: Starlight Homes Street: 2413 Waxwing Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1826 House Duct rotal Conditioned Floor Area) System Leakage Qn,out)* Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /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: 1/18/2018 4:10 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Job: Starlight -Wyndham 1 '7 Date: 6/16/2017 Entire House Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email GRenner®energyairoom Web:%%w.energyairoom For. Lot 167 -1826 SL, Starlight Homes 2413 Waxwing Way, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 16187 Btuh Duds 2141 Btuh Central vent (30 dm) 847 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Method Construction quality Fireplaces Area (fl Volume (ft') Air changes/hour Equiv. AVF (cfm) Infiltration Simplified Average 0 HeatininCoo18771877 16161 16161 0.50 0.26 135 70 Heating Equipment Summary 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 14769 Btuh Duds 3174 Btuh Central vent (30 cfm) 578 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18521 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Duds 579 Btuh Central vent (30 cfm) 887 Btuh Outside air Equipment latent load 4540 Btuh Equipment Total Load (Sen+Lat) 23061 Btuh Req. total capacity at 0.70 SHR 2.2 ton Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 dm Airflowfactor 0.049 cfm/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 OF Backup: Input = 5 kW, Output =16034 Btuh, 100 AFUE Bddltal)c values have been manua0ywerridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-1816:07:32 wrightsoft' Right-Suite®Uniyersal 2017 17.028 RSU17013 Page 1 ACCia ...Specifidwyndham PreservelLot 167 -1826 SL rup Calc= MJ8 Front Door faces: N wrightsoft' Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone:407-886-3729 ErTiail:GRenner@energyair.comWab:wAm.energyair.com For. Lot 167 -1826 SL, Starlight Homes 2413 Waxwing Way, Sanford, FL 32773 Design Conditions Job: Starlight - Wyndham Date: 6/16/2017 Plan: 1826 S Voyager Outdoor design DB: 92.6°F Sensible gain: 18521 Btuh Outdoor design WB: 75.9°F Latent gain: 4540 Btuh Indoor design DB: 75.0°F Total gain: 23061 Btuh Indoor RH: 50% Estimated airflow: 899 drrl Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20927 Btuh 113% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 113% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 19175 Btuh Indoor design DB: 70.0°F Entering coil DB: 76.6°F Entering coil WB: 63.5°F Entering coil DB: 68.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 din Output capacity: 28600 Btuh 149% of load Capacity balance: 35 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model. - Actual airflow: 899 dm Output capacity: 4.7 kW 84% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 201 &Jan-1816:07:32 wrightsoft' Right-Suite0l)Unhoersal2017 17.0.28 RSU17013 Page 1 ACC;K ...SpeafidWyndham Preservelot 167 -1826 SLiup Calc = MJ8 Front Door faoes. N wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando. FL 32810 Phone.407-886-3729 Email GRenner®energyairoom V ab. wAw.energyaicoom For. Lot 167 -1826 SL, Starlight Homes 2413 Waxwing Way, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 dm 196 ft Job: Starlight -Wyndham Date: 6116/2017 W. Plan: 1826 S Voyager Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.143 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun C 701 2 35 0.263 4.0 Ox 0 VIFx 6.4 100.0 Loft c 1922 94 96 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat c 123 4 6 0.255 4.0 Ox 0 VIFx 9.6 100.0 br2 c 1452 36 73 0.249 5.0 Ox 0 VIFx 12.6 100.0 bra c 1481 70 74 0.242 5.0 Ox 0 VIFx 15.5 100.0 foyer h 2784 137 74 0.171 7.0 Ox 0 VIFx 18.3 145.0 st5 Idt-tam h 3821 187 185 0.147 8.0 Ox 0 VIFx 40.7 150.0 st4 Idt-farn-A h 3821 187 185 0.143 8.0 Ox 0 VIFx 45.7 150.0 st4 tuba h 795 39 36 0.189 4.0 Ox0 VIFx 28.3 120.0 stl mbr C 1784 79 89 0.198 6.0 Ox0 VIFx 21.4 120.0 stl pdr h 703 34 15 0.150 4.0 Ox 0 VIFx 31.9 155.0 st5 MC C 406 18 20 0.195 4.0 Ox 0 VIFx 23.6 120.0 SO Wc3 h 239 12 11 0.236 4.0 Ox 0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FIR fpm) in) in) Material Trunk st1 PeakAVF 136 145 0.189 544 7.0 0 x 0 VinlFlx st4 PeakAVF 375 369 0.143 477 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 375 369 0.143 477 12.0 0 x 0 VinlFlx st3 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st5 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st3 Boldrrralic values have been manuailyoverridden wrightsoft• Right-Suite®Universal 201717.0.28RSU17013 ACC PK ...SpedfidVWndham Preserve\Lot 167 -1826 SL rup Calc = MJ8 Front Door faoes N 2018-Jan-18 1607:32 Page 1 Name grille Size (in) Htg dm) Clg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb3 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-1816-07:32 wrightsoft• Right-Suitee(l) Universal 201717.0.28 RSU17013 Page 2 ACCK ...SpecifickWyndham Preserue\Lot 167 -1826 SL rup Calc = W8 Front Door faces, N 8„ Job#: Starlight -Wyndham Performed for: Lot 167 -1826 SL 2413 Waxwing Way Sanford. FL 32773 Level 1 10 x 10 187 c1m garage kit -fam 10x10 187 cfin str Sup Rise all a" 7 " 12x6 PVTW 137cfm F 4'vrw pdr foyer 8xa 34 cfn Energy Air, Inc Scale: 1/8" = 1'0" Page 1 5401 EnergyAir, Ct Right-Suite®Uni%ersd2017 Orlando, FL 32810 17.0.28 RSU17013 2018Jar-1816:07:54 Phone: 407.8863729 m Preser elot 167 -1826 SLrup www.energyair.com GRenner@energyaircom e level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP YVTR m ba 4" m br BX4 39 cfm 10x6 89 cfm wic 6„ 8x4 20 cfm Sup Riser 4 12" Cl 18x8 7" 12" b Lau 4 8x4 14 x 6 35 cfm 10x6 73cfrn 4 TR wic3 ba2 6x 4„ _ _ ac 6„In 8x4 T 12cfm F 4„ 5" 6„ 24x18 10x6 899 cfrn 10 x 6 96 cfin 74 cfm 14x6 Job*. Starlight -Wyndham Performed for: Lot 167 -1826 SL 2413 Waxwing Way Sanford, FL 32773 bra Loft 8'WVTR 3E CFM Sup Riser 8" Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 2 Right -Suite® Unhersd 2017 17.0.28 RSU 17013 2018Jarr1816.07.54 m Preser%etLot 167-1826 SLrup aJ L -z VT,& a M M n O n O b 0 vr 0 NV) m S o II 0 a°, 4) r a a03 v V is Cnc m ao Z` in E- 0O DINMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 167 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' Side Street = 25' LOT AREA CALCULATIONS LOT = 6.576 SQ.FT. LIVING AREA= . 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY 39 SOFT. DRIVEWAY = 478 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS= 27.5 9. SOD = 4,765 SQ.FT. OFF LOT AREA CALCULATIONS R/W 5,034 SQ.FT. APRON = 113 SOFT. SIDEWALK = 897 SQ.FT. SOD 848 SQ.FT. TOTAL AREA AREA = 11,610 Q. DRIVEWAY = 591 SOFT. SIDEWALK = 943 SQ.FT. SOD - 5,613 SQ.FT. WYNDHAM PRESERVE - LOT 167 9P S--122 PLOT PLAN _ ZONIN NT5 Z7 B BUIIMING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PEP —Pool Equipment LEGEND:ADUSSD—Accese/Drainage/Utilities/SidewalkLB —Licensed Business BFP—Backflow Preventer Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point 0 —Description FP&L—Florida Power & Light P —Plat FFE—Finish Floor Elevation D. .—Deed Book Water Meter O.R.—Official Records Book m—Water Valve P.B. —Plat Book Cf—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Cone. —Concrete Cable Box BP —Brick Paver m —Telephone Box SW —Sidewalk EI—Electric Box FIFE —Finished Floor Elevation Utility Pole Cl —Curb Inlet Guy PoleRGTI —Grate Top Inlet tight Pole P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced Cone. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS—No Comer Set (Falls in Water) m—Sanitary Sewer Manhole SF —Square Feet EHHo —Electric Handhole O.U.E. —Drainage/Utility Easement Coo —Clean Out CVD4—Irrigation Control ValveFMGD —MAG NAIL & DISK P.K.—Parker Kolon Nail Sign SIR —Set 1/2" Iron Rod LB7768 WX—Gate Water Valve SPKD —Set P.K. & Disk L.87768 Gas Meter FIR —Found 1/2" Iron Rod L87768 M" —Existing Grade FIP—Found 1/2" Iron Pipe LB7768 al —Blow —off Valve s---Drainage Flow DirectionFPKO—Found P.K. Nail & Disk LB7768 FCM—Found 4"x4' Concrete Proposed Design Grade Monument PRM LB7778 Note: Some items in above legen As—Buiit/Existing Gradi moy not be applicable Description I Date I Dwn. Ck'd I P.C. I Order No. m m sar max Iwo eunmm ux•Arnn 1 3/21/18 MTP JDL lavers snow WME 1 3/22/18 RCA JDL Ok to construct single family home impervious area 2-7.5 "b :vt-,p. O ROPOSED 5' NC SIDEWALK o C i L1TY ENT (P) CURVE DATA TABLE NO. RADIUS DELTA ARC I CHORD I BEARING C1 25.00' 090'00'00" 39.27' 1 35.36' J N 44-40.51" E SURVEYOR'S NOTES: 1. Currant title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject 'to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. S. 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) PL. If yY ll dog , +t tting bpi a. a 1 es D. Lev `P-/-& C • n SSt1Tve`I ` LS6915RIDAPROFESSIONALSUTRu . N(rPP@R N0. .................. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 167, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drown: MTP I Checked: JDL P.C.: Data File:BrlsmnFast-Plat Dote:01/24/18 Dwg:WwonEa3t-Ioti87 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Sk: — NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RECORD COPY PAkLMIERfW =ELECTRIC Starlight Homes 1826 Voyager LOAD CALCULATION December 12, 2017 I. HVAC LOADS INEC 2014 - 220.82(C)(3) . (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA II. GENERAL LOADS (NEC 2014 - 220.82(B)(1) - (4)) LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft 5.48 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) of: 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 7 2 21250AMPSAUNA/WHIRLPOOL # 1 8 - 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.39 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l 20.39 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)) 30.78 KVA MINIMUM SERVICE SIZE 128.24 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 1,50-Amp Main 1,20V / 24OV Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode tiff Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 RECORD COPY MiTek® RE: WPO167 - WPO167 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WPO167 Model: 1826 S Lot/Block: 167 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): ' Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers'Rules. No. I Seal# Truss Name I Date I No. I Seal# I Truss Name I Date 1 1 T12943753 1 Alb 1/12/18 118 1 T12943770 1 V3 1/12/18 12 1 T12943754 1 A2 1 1 /12/18 119 1 T12943771 1 V5 1 1 /12/18 1 13 IT12943755IA3 1 1/12/18 1 1 ' Q 14 I T12943756 I A4 1 1 /12/18 15 I T12943757 I A5 1 1/12/18 16 I T12943758 I A6 1 1 /12/18 17 I T12943759 I A7G 1 1 /12/18 18 1 T12943760 I Bi GE 1/12/18 19 IT12943761182 1/12/18 110 1 T12943762 1 CJ1 1/12/18 111 J T129437631 CJ3 1/12/18 112 1 T12943764 1 CJ5 1/12/18 113 I T12943765 J EJ7 1/12/18 114 I T12943766 J EJ7G 1/12/18 115 1 T12943767 1 HJ7 1/12/18 116 1T129437681M1GE 1/12/18 117 1 T12943769 1 M2 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. eUfLo,Nc SANFORD AlFpgRTMti 722 J ER P.. F ' No 0:, TE OF • 4/ F, ,r,O N A O, %%% Walter P. Finn PE No.22839 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 12,2018 Finn, Walter 1 of l Truss Truss Type City Ply WP0167 IJob I T12943753 W Fi3167 A 1 G Hip Girder 1 1 Job Reference (optional) a,,,N ,_,.. —q, o. r au b aep r o ev i i mi r ere mvubures, inc. rn uan i e uo:za:aa zuia rage I I D:Sc7Af685PE1 PxJ638d3NKNz4S6e-j39MQ9b0EMyOG P9AP?wbpbG5A4rLNICoc7?6xRzwB 1 x 1-0-0, 4-3-11 r 7-0-0 , 11-8-9 16-3-7 21-0-0 23.8-5 28.0.0 29.0-q 1.0.0 ' 4-3-11 2-8-5 4.8.9 4.6-13 4-8-9 2.8.5 4-3-11 1-0-0 1 2 Sx8 = 2x4 II 3x8 = 4x6 = 5.00 Fl2 4 18 19 5 20 21 6 22 23 7 3x4 i 3x4 J 3 8 Sx8 = 17 2x4 II 4.3.11 Scale = 1:48.9 6 9 10 ja 16 24 25 15 26 14 27 13 28 29 12 11 5x8 = 3x4 = 5x8 = 4x10 MT20HS = 2x4 11 3x8 = 2x4 11 21 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 1.00 BC 0.98 WB 0.80 Matnx-SH DEFL. Vert(L-) Vert(CT) Horz(CT) in (loc) I/dell Ud 0.34 13-15 >980 240 0.64 13-15 >520 180 0.18 9 Na n/a PLATES MT20 MT20HS Weight. 141lb GRIP 2441190 187/143 FT=20% 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 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 27) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4682/1520, 3-4=-4540/1539, 4.5=-5410/1845, 5-6— 5409/1845, 6-7=-4243/1452, 7-8=-4540/1538, 8.9=-4681/1520 BOT CHORD 2-17=-1362/4240, 16-17=-1362/4240, 15-16=-1344/4205, 13-15=-1756/5409, 12-13=-1756/5409, 11-12=-1350/4239, 9-11=-1350/4239 WEBS 4-16=-90/586, 4-15=-482/1464, 5-15=-525/323, 6-13=0/384, 6.12=-1432/474, 7-12=-316/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10 0 psf 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) 210 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 Ib 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 210 lb down and 206 lb up at 21-0-0 on top chord, and 340 lb down and 113 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 Ito down at 18-11-4, and 340lb down and 113 lb up at 20-11-4 on bottom chord. The design/selection of such connection devlce(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 Q WARNING- Vorfly design poramotom and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev. MAXIMIS BEFORE USE. Design valid for use only with Mllok® connectors. 1Ns design Is based only upon parameters shown. and Is for an hxllvldual building component, not a buss system. Before use, fire building designer must verity the opplicatAlty of design poramolors and properly Incorporale this design Into Itre overall btAding design. Bracing Indicated Is to prevent buckling of Individual tam web and/or chord members only. Additional temporary, and permanent bracing M iTek Isalwaysrecidiedlotstabilityandtopreventcollcpsewithpossiblepersonal "and ixopeny damage. For general guidance regarding the fabrication, storage• delivery, erection and blacIng of trusses and Mrss systems. seeANSI/TPI I Quality Cdlorla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Inas Plate Institute, 218 N. Lee Street, Stdle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply WPO167 r T12943753 WP0%7 A1G Hip Girder 1 1 Job Reference o tlonal Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s bep l b ZUl l MI I eK mausmes, Inc. rn .Ian 1z uo:eq:aq ev t o rage z I D:5c7Af685PE I PxJ638d3N KNz4S6e-139MQ9b0EMyQGP9AP?wbpbG5A4rLN1Coc7?6xRzwB 1 x LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-163(F) 7=-163(F) 16=-340(F) 12=-340(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 WARNING - Vorfly dodgn pammoters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M67473 mv. faV3,12015 BEFORE USE. Design valid for Use oNy with MI lek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not a buss system. Before use. the building designer must verify the applicability of design pxlramefers and properly Incogborale this design Into the overall bulldirlg design. 1lractrlg Indicaled Is to prevent IrtcktlrlU of Individual Inter web and/or chord members only Addllional temporary and permanent 1racAng WOW Is always requ lied for stability and to Irevent collapse with possible personal trlpoy and property damage. For general gtAdance regarding the fabrlcallon storage, delivery, erection and bracing of misses and fru ss systems. seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lrtrs Rate Insllkle, 218 N. Lee Street, Suite 312. Adexandda, VA 22314. Tampa, FL 33610 Truss Truss Type City Ply WPO167 IJob r I T12943754 W P(J 167 A2 Hip 1 1 Job Reference (optional) CUIIae15 rlr5rOo11rGe, r ampa, rranl l.lty, rlonaa JJDOo 5 00 12 3x8 = 2x4 13 6.13u s oep 1 b zul / MI 1 eK mausmes, Inc. rn Jan lz ub:z4:3o "Cut a rage 1 I D.5c7Af 685PE I PxJ638d3 N KNz4S6e-BGIkeVice?f4 HtZkMzjRgMpoM8TC R6F3xrnkfUuzwB 1 w 19.0.0 22-3-5 28-0-0 29-0-0. 3.3.5 58-11 Scale = 1:48.9 4x6 = 3x4 = 4x6 = 4 5 6 12 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. I TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 7.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.25 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=58(LC 16) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less e TOP CHORD 2-3=-2104/1424, 3-4=-1846/1198, 4-5=-1681/1139, 7-8=-2104/1425 BOT CHORD 2.12=-1240/1894, 10-12=-1043/1877, 8-10=-1146/1 WEBS 3-12=-282/432, 4-12=-310/508, 5-12=-342/246, 5-11 7-10=-282/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; 1 GCpi=0.18: MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0 end vertical left and right exposed,C-C for members and forces 8 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 5) ' This truss has been designed for a live load of 20.0psf on the bot will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing platE joint 8. 2x4 7 14 10 3x8 = DEFL. In (loc) I/defl Ud PLATES GRIP Vert(LL) 0.1710-12 999 240 MT20 244/190 Vert(CT) 0.37 10-12 893 180 Horz(CT) 0.09 8 rVa n/a BRACING - TOP CHORD BOT CHORD when shown 1681/1139, 6-7=-1846/1198, 6-10=-311/508, Weight: 129 lb FT = 20% Structural wood sheathing directly applied or 3-5-8 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing 4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ior(2) 5-0-0 to 29-0-0 zone, cantilever left and right exposed RS for reactions shown; Lumber DOL=1.60 plate grip mconcurrent with any other live loads. n chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide apable of withstanding 278 lb uplift at joint 2 and 278 lb uplift at 0 WARNING - VeAty deslyn penmotorc and READ ROTES ON THIS AND INCLUDEDI M/TEK REFERANCE PAGE M67173rov. f&D7/2015 BEFORE USE Design valid for use only with MilekO conneclors. This design Is irked Orly u n parameters shown. and Is for an Individual building component, not a Imss syslem. Before use. tine tulldIng designer roust vortty, the aprAcatAlly, f design Ixlrameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Inrss web aril/or chord members only. Additional lernporary and permanent bracing WOW Is always rectulrod for stability and to trevent col")se with possible personal, Injury, aril properly damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and tom syslenls seeANSI/TPI I Duality Criteria, DS11-89 and BCSI aullding Component 6904 Perko East Blvd. Safety Information alvallallo from truss Rate Instlnde. 218 N. Lee Streel. Srlle1312. Nexandda, VA 22314. Taupe. FL 33610 Job Truss Truss Type Oty Ply W P0167 T12943755 W P0157 A3 Hip 2 1 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 201 / Mi I eK inaustries, Inc. Fri uan 1z u6:24:35 2016 rage 1 I D:5c7Af685PE1 PxJ638d3N KNz4S6e•fSG6rrcGmzCBVIJYX0y3vOLYZlebrfl54 RU DOKzwB 1 v 1-0-0 5-2-3 11-0-0 17-0-0 22-9-13 28-0-0 29-0-0. 1-0-0 5-2-3 5.9.13 6-0-0 5.9.13 5-2-3 d' 5x8 = 4x6 = Scale = 1:48.9 3x6 = Id 1. 3x6 = 2x4 II 3x4 = 3x4 = 3x8 = 2x4 II ig LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 012 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 136 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2213/1497, 3-4=-1669/1104, 4-5=-1492/1080, 5-6=-1670/1104, 6-7=-2213/1498 BOT CHORD 2-13=-1322/1986, 12-13=-1322/1986, 10-12=-784/1492, 9-10=-1225/1985, 7-9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5-10=-149/372, 6-10— 541/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0 18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-2-3, Extedor(2) 5-2-3 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273lb uplift at joint 2 and 273 lb uplift at joint 7. Q WARNING - Vortly design psmmetem end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M/11-7473 mv. 10=015 BEFORE USE. Design valid for use only Win M(lek® conrloclors 1his design Is based only upon parameters shown. and Is for an Individual Wilding component. not a truss system. &:lore use. Me WIdIng designer must verity the ar4ollcatAlly of design paiarneleis and rxoperly Incorporate this design Into IW overall design. Oacing Indicated Is to buckling Individual Inns web and/of chard rnernbeis orgy. Ac"llorwl lempaary and pennanenl txocirg MiTek• building prevent of Is always negrdred lot stability and to Ixevent collcpse Win possUe petsonat Injury and property damage For general guldanco regarding the 6904 Perk& East Blvd. fatxlcallon, storage, delivery, erection and tracing of frusses and inns syslems• seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component Tampa. FL 33610safelyInformationavalladefromtrussRateinstitute. 218 N. Leo Sheet. Suite 312, Aloxan d la• VA 22314. Job Truss Truss Type Oty • Ply 0167 T12943WP0167A4Hip2I1 Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:37 2018 Page 1 I D:5c7Af685PE I PxJ 638d3NKNz4S6e-7egV3BduXH K77tul48T1 R DueKHwja4MEJ5DmYmzwB 1 u 1-0-0 7-7-12 13-0.0 15-0-0 20-4-4 28.0.0 29-0.0, 1-0.0 7.7-12 5-4-4 2.0.0 5-4-4 7.7.12 1-0.0 4x6 = 4x6 = Scale = 1:48.9 4x6 = r' " 1v' 4x6 = 2x4 II 3x4 = 3x4 = 3x4 = 2x4 II 7 Jr ja 7-7-12 13-00 t5-0-0 20.4-4 28-0-0 7.7-12 5-4-4 2-0-0 5-4-4 7-7.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.17 2-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.26 2-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.08 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 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) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1367, 3-4=-1466/1019, 4-5=-1297/986, 5-6=-1466/1019, 6-7- 2075/1367 BOT CHORD 2-13=-1153/1840, 12-13=-1153/1840, 10-12=-639/1297, 9-10=-1059/1840, 7.9=-1059/1840 WEBS 3-13=-6/300, 3-12=-678/604, 4-12=-267/378, 5-10=-267/378, 6-10=-678/604, 6-9=-6/300 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 29.0-0 zone, cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcLrrrent 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 WARNING - Vrrrry armign peramotrn and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M117173 mv. 1OV3201S BEFORE USE. wtDesignvalldformeonlywithMllekOconnectors. this design is based only upon pmamoters shown, and Is for an Individual Iuiding component. not a truss system. Before use. the building designer must verity the applicability of design parameters aril properly 6lcorpoiate this design Into Ile overall brAtling design. Bracing In lIcaled Is to prevent txrckling of Indlvkhal fnrss web and/or chord members only. Additional ternporary and permanent bracing MiTek• Is always required for stability and to prevent collapse YAM possINo personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage, delivery, erection and bracing of tnisses and truss systems. set:ANSI/TPI l Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavallabtefromlnrssPlateInstitute. 218 N. Lee Street. Stdto 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply 0167 T12943757 WPOy67 A5 Common 7 1bop Reference o tional Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:38 2018 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-bgOtGXe W IaSrkOSxer?X_RQnUhDyJZ 1 OXIzJ4Dzw81 I 1.0 0 6-9-3 14.0.0 21-2-13 28-0-0 z9-0-0, 6-9-3 7.2.13 7-2-13 6-9-3 1-0 0 4x6 = 5.00 12 Scale: 1/4'=1' Iq O 3x8 = 3x4 = 3x6 = 3x4 = 3x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0.3-8 Max Harz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8=-292(LC 13) CST. DEFL. In loc) Well Ud PLATES GRIP TC 0.98 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.48 2-12 >690 180 WB 0.43 Horz(CT) 0.08 8 n/a n/a Matrix-SH Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=-2078/1686, 3-5=-1777/1487, 5-7=-1777/1487, 7-8=-2078/1686 BOT CHORD 2-12=-1442/1873, 10-12=-760/1221, 8.10=-1450/1873 WEBS 5-10=-422/598, 7.10=-435/595, 5-12=-422/598, 3-12=-435/595 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 14-0-0, Corner(3) 14.0-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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, with BCDL = 10 Opsf 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. Q WARNING - verify design pammeters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE M&7473 rev. 14111.W015 BEFORE USE. Design vaild for use oNy wlfh Mllek® connectors. this design Is based oNy upon p aramefeis shown. and Is for an Individual buDding component. not a Truss system. Below use. the Iwllding designer roust verity Iho applicability of design patameters and pioperty Incorporato this design Into Iho overall biAding design. Bracing Indicated Is to prevent buckling of individual tnra web and/of chord rnernbeis only. Additional temporary and permanent btacing M iTek' Is always uogrlrod for stability and to pievenl collapse Win possible personal InMy and pxoperry damage. Foi general guidance iegad ng the labrlcailon, storage, delivery, erection anal bracing of Misses and truss systems. seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available hom bliss Plate Institute. 218 N. Lee Street. Sidle 312. Nexandrkl. VA 22314. Tanga. FL 33610 Job Truss Truss Type Qty. Ply WP0167 T12943758 WPN67 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 06:24:38 2018 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-bgOtGXe W IaSrkOSxerlX_RQrl h ESJZwOXIzJ4DzwB I t 6.4.8 %- 10 10-8-Q 14.8.4 19-0-0 22-3-5 28-0-0 29-0-0 1.0.0 6-4-8 3-58 10 4-0 4 4-3-12 3.3.5 5-8-11 4x6 = 4x6 = 4 5 2x4 11 Sx8 = Scale = 1:49.7 3x8 = 1b 14 le 11 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 REACTIONS. (lb/size) 2=1087/0-3-8, 9=1087/0-3.8 Max Horz 2=63(LC 12) Max Uplift 2=-263(LC 12), 9=-321(LC 13) 3x8 = 3x4 = 3x8 = 3x4 = CSI. DEFL. in loc) Well Vd PLATES GRIP TC 0.73 Vert(LL) -0.19 9-11 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.41 9-11 >818 180 WB 0.44 Horz(CT) 0.08 9 n/a n/a Matrix-SH Weight: 142 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc pudins BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/1645, 3-4=-1748/1406, 4.5=-1683/1418, 5-6=-1884/1502, 6-7=-1884/1502, 7-8=-1834/1438, 8-9=-2098/1703 BOT CHORD 2-15=-1390/1898, 14-15=-1390/1898, 12-14=-1113/1749, 11.12=•1049/1662, 9-11=-1457/1890 WEBS 3-14=-437/519, 4-14=-946/1152, 5-14_ 837/717, 5-12=-142/279, 6-12=-264/232, 7-12=-266/295, 7.11=-244/382, 8-11=-292/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psh BCDL=3.opsf, h=15111; Cat. II; Exp C; Encl., GCpl=0.18, MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Exterior(2) 5.0-0 to 9-10-0, Corner(3) 9-10-0 to 25-0-0, Exterior(2) 25-0-0 to 29-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 2 and 321 lb uplift at joint 9. Q WARNING -Verify d&dgn prremetors end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. IOM312015 BEFORE USE. Design valid for use only wllh MlleM connectors. lhls design Is based only upon poiamefers show). and Is tot an Individual Ixn9dkg component, not MRatrusssystem. Before use. the Ixildi g deslgnei must verlty the applicabillty of design paramelets and Ixoperly Incoiporale this design Into the overall buildlrg design Bracing Indicated Is to rxevenl txalding of Individual IR=web and/or chard mernbers only. Additional temporary and permanent txacirg MiTek' Is always regrdred lot stability and to Ixevent collo1w Min possible petsonni Injury and Ixoperty damage. For genetat guidance rogardlng the fabrication, stotage. delivery, erection and bracing of trusses and truss systems. S0oANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Inrss Plate Institute. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty • Ply WP0167 T12943759 WPOt67 A7G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06,24:40 2018 Page 1 I D.5c7Af685PE1 PxJ638d3NKNz4S6e-YD W dhCgnpCjZ_KcKmG 1 ?3sW AkUvpnLsg?3SO95zwB 1 r d1.0-0 5-2-9 9-10-0 12-8.02 16.8-4 21-0-0 23.9-13 28.0.0 29-0-q 5-2-9 4.7.7 2-10-0 4-0-4 4-3-12 2.9.13 4-2-3 1-0-0 4x6 = Scale = 1:50.8 0A o0 3x6 = 15 13 12 11 3x12 MT20HS 4x10 MT20HS — 5x8 = 3x4 = 7x10 = 2x4 II 9-10-0 LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grlp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 Except' 9-14: 2x6 SP M 26 WEBS 2x4 SP No.3 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TC 0.80 Vert(LL) -0.31 12-13 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.57 2-15 >582 180 MT20HS 187/143 WB 0.92 Horz(CT) 0.13 9 rVa n/a Matrix-SH Weight: 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. REACTIONS. (lb/size) 2=1636/0-3-8, 9=2494/0-3.8 Max Horz 2=-63(LC 32) Max Uplift 2=-451(LC 8), 9=-787(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3476/967, 3-4=-3172/916, 4-5=-3132/912, 5-6=-5492/1718, 6.7=-5452/1750, 7-8=-5825/1851, 8-9=-5622/1759 BOT CHORD 2-15=-890/3158, 13-15=-1310/4710, 12-13=-1595/5492, 11-12=-1568/5140, 9.11=-1568/5140 WEBS 3-15=-326/243, 4-15=-614/2179, 5-15=-2646/888, 5-13=-406/1074, 6-13=-266/237, 6-12=-586/43117-12=-493/1879, 8-12=-217/367, 8-11=-368/172 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cal. ll; Exp C; Encl GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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 451 lb uplift at Joint 2 and 787 lb uplift at Joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 206 lb up at 21- 0.0 on top chord, and 1453 lb down and 459 lb up at 19-9-8, and 340lb down and 113lb up at 20-10.15 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 2-9=-20 Q WARNING - Verity design paramotere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev. l aV32015 BEFORE USE Design valid for use only with MlleM connectors. 1is design Is lased OMY upon pcxarlielers shown. and Is for an individual lauding comporenl. not a IIUR system. Before use, the banding designer must verify 1110 ar3AIcabdIty of design pajamefers and property hncoipotafe this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web afid/or chord members only. Additional temporary crud permanent bracing MiTek' Is always iecitked tot s1ciblllty and to Ixevenl collglse Win posBlle petsonal k*iry and property damage Fa general guidance iegaiding the fabricallom storage. delivery- erection arld bracing of Irises and tit15s systems seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from 11LIZ Rate Institute. 218 N. Leo Street. Stille 312, Alexandria, VA 22314. Tarnpa, Fl- 33610 Job Truss Truss Type Oty • Ply WPO167 T12943759 W P0167 A7G Roof Special Girder 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:40 2018 Page 2 I D:5c7Af685PE I PxJ638d3NKNz4S6e-YD W dhCgnpCfZ_KcKmG 1 ?3sW AkUvpnLsg?3SO95zwB l r LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=163(B) 12=-340(B) 16=-1453(B) Q WARNING - Verily design ptramofers and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M114173 rev. 1=312015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is based only upon pmareters shown. and Is for an Individual building component. not a truss system. Below use. the building designer must verify the aprllicablilty of design parameters and property Incorpoiale this design Into the overall 1xAdU1g design Bracing Indicated Is to prevent b iding of Indlvkhral fnrs web and/or chord members only. Additional temporary and pennanent txacing MiTek' is always required for stability and to prevenl collapao with possible personal Wray and rxopeny damage. for general guidance regarding Ba fabrication, storage, delivery, erection and bracing of trusses and Intss systems. seeANSI/TPI I Quality Criferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from lrus Plate Insrinrle, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply WPO167 T12943760 WPOt67 B1GE Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:41 2018 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-OP4?uYgPaV rObU BW J_YEc32V2uRkW?qq DjB_hYzwB 1 q 1-ao 9.10.0 19-8-0 1.0-0 9-10-0 9-10.0 Scale = 1.34.4 4x6 = Ig 3x4 = 17 16 15 14 13 12 11 3x4 = 5x6 = 19-8-0 Plate Offsets (X,Y)-- fl4:0-3-010-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 016 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. lb) - Max Horz 2=69(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10. 2, 15, 16, 13, 12 except 17=-11 1(LC 12), 11=-118(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 14, 15, 16, 13, 12 except 17=275(LC 23). 11=290(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-189/339, 9.11=-196/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extenor(2) 5-0-0 to 9-10-0, Corner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord beanng. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 15, 16, 13, 12 except (jt=lb) 17=111, 11=118. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Q WARNING - Verfly design parnmsfsm and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M114473 mv. faMW 15 BEFORE USE Design valid for use only with Mllek®conneclors. This design k Lxred only upon paameters shown. and Is for an Individual building component, not a truss system. Befote use. the txdlding designer must verify the applicability of design parameters and Ixopetly Incorporate this design Into the ovetall building design. Bracing Indicated Is to p(ovent buckling of Individual tnrss web and/or chord members only. Addiilorei temporary and permanent txcx:ing WOW Is always rectulred for stability and to pxeveni collapse with possible personal Injury and Property damage. For general guidance tegaidhng the fabrlcatk)m storage, delivery, erection and txachng of huses and tnrss systems. seeANSI/1P1I Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information avallablo from fms Plato Institute, 218 N. Lee Stroet. Su lto 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WPO167 T12943761 W PO167 B2 Common 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:41 2018 Page i I D:5c7Af685PE1 PxJ638d3NKNz4S6e-OP4?uYgPaVrObUB W J_YEc32PhuFOW zBq DjB_hYzwS 1 q 1-o-0 5-2-9 9-10-0 14-5-7 19.8.0 1-0 0 5.2.9 4-7-7 4-7-7 5.2.9 Scale = 1:33.3 46 = o 3x6 = Sx8 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 7.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES W B 0.21 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=718/Mechanical, 2=784/0-3-8 Max Horz 2=69(LC 12) Max Uplift 6= 188(LC 13), 2= 213(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1378/1316, 3.4=-1035/935, 4.5=-1035/971, 5-6=-1397/1357 BOT CHORD 2-7=-1138/1236, 6-7=-1143/1259 WEBS 4-7— 427/552, 5-7=-404/605, 3-7=-382/582 19-8-0 DEFL. in loc) I/detl Ud PLATES GRIP Vert(LL) 0.17 6-7 999 240 MT20 244/190 Vert(CT) 0.37 6-7 633 180 Horz(CT) 0.04 6 rVa n/a Weight: 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc puriins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 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=15ft; Cat. 11; Exp C; End , GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-5, Exterior(2) 5-0-5 to 9-10-0, Corner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=188, 2=213. Q WARNING - Verity design Parnnefem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rov. 1&03W IS BEFORE USE. Design valid for use only with Milek® connectors. This design Is based only upon parameters shown. and Is (of an frxlivktual building component. not a trim sysfern. Before use. the building designer inust verify the appllcability of design porarnelers and properly Incorporate Ihbs design Into the over., building design. Bracing Indicated Is to prevent buckling of Individual trim web aril/or chord members only. Additional temporary and permanent biaclryj M iTek' Is always rec died for stability and to prevent collgxe with possible personal "ray and property damage For general guidance regarding the fabdcatton. stotago. delivery. erection and bracing of frimes and trim systems. seeANSI/iPI I Cuatly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lnm Plate Institute, 218 N. Lee Street. Sulte 312. Nexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 0167 T12943762 WPO1'67 CJ1 Jack -Open 6 1bop Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI I ek Industries, Inc. Fri Jan 12 08:24:42 ZO18 Page 1 ID:5c7A1685PEIPxJ638d3NKNZ4S6e-UceO6uh1 LpzHDemith3T8HbgZlpOFTIzSNXXD_zwB1 p 1-0.0 1-0-0 1-0.0 1-0-0 Scale = 1:6.5 2x4 = LOADING (psf) SPACING- 2.0.0 CS1. DEFL. In loc) Udell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5 lb FT = 2046 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3.8, 4=10/Mechanical Max Harz 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. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 006 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING- Verify dedgri pammaters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO.7473 rov. la*1201S BEFORE USE Design valid for use only with MBek9 connectors. This design Is lasod only upon pwrameters shown. and is lot an Individual bolding component. not a cuss systern Before use. the building designer must verify the applicability of design parameters and property Incorporalo this design Into the overall building Bracing Indicated is to buckling of Individual truss web and/or chord members only. Addillonul temporary and permanent bracing M iTek' design. prevent Is always required lot stability and to prevent collai se with possible personal tripay and property damage. For genefat guidance regarding the 6904 Parke East Blvd. fabrk:atkxn- storage. delivery, erection and Lraci ng of muses and truss systems, seeANSUTPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablehornlrusPlateInsBhrte, 218 N. Lee Slroot. SlAfe 312. Alexandria. VA 22314. Job Truss Truss Type Oty. Ply WP0167 T12943763 W P0167 CJ3 Jack -Open 6 1 Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:43 2018 Page i ID: 5c7Af685PEIPxJ638d3NKNz4S6e-yoBmJEif6758roLuROaihU8rti70_w?7h 1 g4mozwB1 o 1. 0.0 3.0.0 1- 0.0 3.0.0 2X4 = LOADING ( psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 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. Scale = 1:10.8 n 0 N 3- 0-g 3- 0-0 DEFL. in (loc) Well L/d PLATES GRIP Vert( LL) -0.00 2-4 >999 240 MT20 244/190 Vert( CT) -0.01 2-4 >999 180 Horz( CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20°6 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7.10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3Opsf; h=15f1; Cat. II; Exp C; Encl GCpl= O 18, MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 2 = 0°6 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING- Vodry de dgn pamnretero and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11•7473 rov. 10MV2015 BEFORE USE. Design valid for use oNy with Milek® conneclors. fits design is based oNy upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the landing designer must verify the arAAlcability, of design parameters aril property tricorporate this design Into the overall building design. Bracing Indicated Is to prevent trickling of Individual truss web and/of chard members orgy. Additional temporary and permanent bracing M iTek' Is always negriied for stab0lty and to Irevenl colkydse wilh possible personal I ntury and poperty damage. For general grldarce regarding the falrlcallon. storage, delivery, erection and bracing of imsses and Inns systems seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnus Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type City Ply WP0167 1 T12943764 WPOt67 CJ5 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:43 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-yoBmJEif6758roLuROaihU8kX14L w?7hig4mOzwBlo 1-0 0 5-0-0 1-0-0 5-0-0 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=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 = 1:14.9 DEFL. In (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 2441190 Vert(CT) -0.06 2-4 >909 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t, Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING - Vod/y deign paremoten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. IGVI.201S BEFORE USE Design valid for use only with MI1ek® connecfors. This design Is based only upon parameters shown. and Is for an IndMctual building component, not a truss system. Before use. the building designer must verify lho applicability of design pararnelers and properly Incorporate this design Into the overall brAdfng design. B+acing IndIcaled Is to prevent buckling of IrYJWL al ims web and/or chord members only. Addltlonal femporary and permanent b iacing MiTek' Is always required for slab011y and to prevent collcytse with poss9rle personal Injury and property damage. for general guidance regarding the fabrlcatkxt storage, delivery, erection and bracing of Inrses and fnrs systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd Tampa, FL 33610SafetyInformationavallabiofromtrussRateInstitute- 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qly. Ply WP0167 T12943765 WP0167 EJ7 Jack -Open 9 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:44 2018 Page 1 I D:5c7Af685PE I PxJ638d3 NKNz4S6e-Q_IBXaI HtOD?Syw5?66xDigpg6KZjM FGwhQelszwB 1 n 1-40 7.0.0 1-0-0 7-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3x8 = SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.16 2-4 >514 240 MT20 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 2-4 >394 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 r1/a n/a Code FBC2017/TP12014 Matrfx-SH Weight: 23lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0-3-8, 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. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15fh Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 3=104. Scale = 1:18.8 GRIP 244/190 FT = 20°l Q WARNING - Vortly design pammsters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev, 1tV09/1015 BEFORE USE. Design vaild for use only with Mllek® connectors. this design Is based only upon parameters shown- and Is lot an Individual building component, not a truss system. Before use. the building designer must verily the apxAlcablllty, of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web aril/or chord mernb ws only. Additional temporary and permanent bracing WOWIsalwaysrequired (or stability and to pi event collaine with possble personal bprry and property damage For genetal guldonce regarding the lab dcotlon, storage, delivery, erection and Lxacing of fnusses and truss systems, seoANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Perko East Btvd. Safety Information available from Iruss Plate Instjhrie. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0167 T12943766 WP0167 EJ7G JACK -OPEN GIRDER 1 n JabG Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:45 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-uBJW kwjvekLs45VHYpdAmvD6mVjCSpEP8L9BgJzwB 1 in 7.0.0 3-3-14 2x4 II 2 3 2x4 II Scale = 1 ,20.5 7-0-0 7.0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.11 1-3 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.20 1-3 >406 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 63 Ito FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1120/0.3.8, 3=1473/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-298(LC 8). 3=-439(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 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: 2x4 - 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 (6) 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.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpl=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 = 016, joint 2 = 0°6, joint 3 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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 uplift at joint(s) except Qt=lb) 1=298, 3=439. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 698 lb down and 208 lb Lip at 2-0-12, and 698 lb down and 208 lb up at 4.0-12, and 700 Ito down and 206 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 Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3— 20 Concentrated Loads (lb) Vert: 4=-698(F) 5=-698(F) 6= 700(F) Q WARNING - Verfly dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. 1=MYS BEFORE USE Design valid for use only Win Milek® connectors. this design Is based only upon pmameters shown. and Is for an Individual building component. not a truss system. Before use. the biiding designer must verity Iho ar:4AIcabllity of design parameters and properly Incorporate this design Into the overall twlldrtg design. lkachg Indicated Is to rxevenl Wckling of IrxlivklLial truss web and/of chord members only. Additional temporary and permanent bracing WOW Is always required lot stability and to pievent collgxse with possible, personal injury and pxoperty damage. For general guidance regaiding the farxlcallom storage, delivery, erection and bracing of trissas and truss systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from lntss Nate Institute, 218 N. Lee Street. StAle, 312, Atexandrkl. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply W P0167 T12943767 WP0167 HJ7 Diagonal Hip Girder 3 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24.46 2018 Page 1 I D:5c7Af685PE1 PxJ638d3N KNz4S6e-MNluyGkXP2Tji F4T6X8Pl71Knv43BDnZNV M IzwB 1 I 1-5-0 5-8-0 9-10-1 1-5 0 5-8-0 4-2-0 Scale = 1:21.2 2x4 = 5-8-0 9-10-1 5-8-0 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(L-) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0 06 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=107/Mechanical, 2=449/0-4-9, 5=328/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-75(LC 4), 2=-144(LC 4), 5=-99(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2.3=-760/223 ' BOT CHORD 2-7=-266/697, 6-7=-266/697 WEBS 3-7=0/303, 3-6= 763/291 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ot=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 Ib 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 design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=-54, 2-5— 20 Concentrated Loads (lb) Vert: 8=42(F=21, 8=21) 1 0=-91 (F=-46, B=-46) 13=-39(F=-20, B=-20) 0 WARNING - Verfly dazign panmoten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0.7473 rev. IN03/1015 BEFORE USE. Design valid for use only with Milek® conneclois. This design Is based only upon parameters shown. and Is for an Individual building component. not a truss system. Before use, the buildrig designer must verity the applicabillty of design paramelers and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual Iniss web aril/or chord members only Addtlonat lernporary and peirnanent bracing MiTek Is always regtArdd for slablllly and to prevent collcyxe with possible personal Injury and property damage. For general gulda nce regarding the fabricatlom storage, delivery. erection and b iocfrq of busses and in= systems. so,0ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from hiss Rate Institute, 218 N. Lee Streel. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ' Ply W P0167 T12943768 W P01'67 M 1 GE Monopitch Supported Gable 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:47 2018 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-rZ RH9clAALbaJPegg EferKI W QJ W gwiMicfelvBzwB 1 k M00 4-e-0 1-0-0 4-8-0 ' Scale = 1:14.2 2x4 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Verl(CT) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 20 lb FT = 20"6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=45/4-8-0, 2=147/4-8-0, 6=197/4-8-0 Max Harz 2=93(LC 9) Max Uplift 5=-18(LC 9), 2=-55(LC 8), 6=-79(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-144/350 Structural wood sheathing directly applied or 4-8-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasil=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces R 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 ANSIITPI 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 20.0psf 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 100 lb uplift at joint(s) 5, 2, 6. Q WARNING - Verfly dtrlgn proemoters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M0.7477 rev. 101,0Yi015 BEFORE USE. Design vaikl for arse only with Milek®connoctors. ti is design is Ixlsed oNy upon lxaameters shown, and Is toy an Individual building component. not a truss system. Before use, the Ixlidlng deslgnot must veddy Iho appllcablity, of design patarnefers and fxopedy Incotpoiata this design Into the overall txdldIng design Racing Indicated Is to prevent buckling of Individual iniss web and/of chord members only Addllbrwl temporarycnd porrnarlent bracing M iTek' IsalwaysregaliedforstabilityandtoIxovenlcollg3sewithposstolopersonalInpayandtxoperlycarnage. For general guidance (Warding the fabdcotbrx storage. delivery, erection and b romp of masses and Iniss systerns seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Inks Plato Institute. 216 N. Lee Street. Sidle 312. Alexarxida. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0167 T12943769 W PO167 M2 Monopitch 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:47 2018 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-rZR H9clAALbaJPegg Ef erKI R7JTNwj_icfelvBzwB 1 k 1.0.0 4.8.0 1-0.0 4-8-0 Scale = 1:14.2 1.5x8 STP = 2x4 11 3x8 — i 4-8-0 4-8-0 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purtlns, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing REACTIONS. (lb/size) 4=143/Mechanical, 2=238/0-8-0 Max Horz 2=93(LC 11) Max Uplift 4=-52(LC 12), 2=-84(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-119/280 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to giraer(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, 2. 0 WARNING - Vorfly daafpn poramotem and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rov. 1=12015 BEFORE USE. Deslgn vcilki for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is lot an IndIvlchral building component. not a truss systern. Before use. Be building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent luckl[W of Irx9vklual truss web aril/or chard members only. Additional fernporary and permanent tracing MiTek' Is always required lot stability and to prevent collapse wllh possible personal "and ptopeny damage. For general guidance regarding the falxlcallon, storage, delivery, eroctlon and bacino of trusses and fnrs systems. seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke Eaat Blvd. Safety Information avallat-Ae from Inrs Plate Institute. 218 N. Lee Street, Suile 312, Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty ' Ply W P0167 T12943770 W P0167 V3 Valley 1 1 Job Relerence o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:48 2018 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-Jm?f Nxmoxfj RxZDsEyAtOYri LjsBIAEsgJOrRezwB 11 3-0-0 3-0-0 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 2 Lo Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=78/2-11-6, 3=78/2-11-6 Max Horz 1=40(LC 9) Max Uplift 1=-21(LC 12), 3=-28(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1.9 0 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15fh Cat. II, Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 096 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING - Verify daslgn parnmelors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mo-7473 rov. IOM3,2015 BEFORE USE Design valid for use ordy with Mliek® connectors. Thy design Is based only upon paiamefefs shown, and Is for an Individual LYNding component. not a truss system. Before use. the building designer must verity Be aWicat Ity of design pararneleis and p iopedy Incoiporale this design Info the overall brAtling design. Biactrig Indicated Is to rxovenl buckling of Individual truss web aril/or chord members only. Addlllonal temporary and permanent bracing MiTek' Is always iegtlrod for stability and to Ixevenl colkpue with possible personal trlpsy and fxopeny damage. For general guidance regarding the labricoflom storage, delivery. erection and tracing of trusses and fftiss systems. SeeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromIrtiss [late Insllkite, 218 N. Lee Street, Suite 312, AlexaMlria, VA 22314. Job Truss Truss Type City Ply WP0167 T12943771 WP0167 ' V5 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 40 2x4 i LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 7.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matnx-P 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:48 2018 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-J m?f Nxmoxfj RxZDsEyAIOYrbClpmfAEsgJOrRezwB t j 2x4 11 2 2x4 II DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4.11.6, 3=152/4.11-6 Max Horz 1=77(LC 9) Max Uplift 1=-42(LC 12), 3=-54(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:13.6 Weight: 16 Ito FT = 20% Structural wood sheathing directly applied or 5-0-0 oc pudins, 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.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=O 18, MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 046, joint 2 = 016, joint 3 = 0°6 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING - Vedly dosryn parnmetam and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M111-7473 mv. I&V3/10/5 BEFORE USE Design valid lot use only with Mllek® connectors. This design Is based only upon parameters shown. and Is for an Individual bxdldlrlg component. not a truss system. Before use, the building designer must vedfy Ita applicability, of design parameters and properly Incotporalo this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tnrs web and/or chord members only. Additional temporary and permanent txwing MiTek' Is always required for stability and to ixevenl collq se wllh possible personal Inpay and property damage. rot general guidance regarding the lab dcation, storage- delivery, erection and Lxacing of IRrsses and Miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lmss Nate Instifrdo, 218 N. Lee Street. Sidle 312. Alexandra. VA 22314. Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y14- /4 indicated. 6-4-8 dimenslons shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injuryoffsetsare Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system. e.g. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. CI-2 c2a 2. Truss bracing must be designed by on engineer. ForO_ 1/ lar i WEBS Cq, 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I i c , 0 O 5 < , 3 CLI brocing should be considered. 0M pp U 3. Never exceed the design loading shown and never inadequately trusses. a c stack materials on braced O 0 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate C7-L C6b7 CS6 r— BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-1aa' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19`K at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for ICC-ES Reports: use with fire retardant, preservative treated or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Comber is non-structural consideration aril is the responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber valuesgy 14. Bottom chords require lateral bracing of 10 spacing. or less, if no ceding is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-• : Design for Brace is not sufficient. BCSI: itig CampoBuildinComanent Safe Information, MiTek®BCSI: 20. Des' n assumes manufacture In accordancewith Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ProducLs PloLID Length Product Plies Ne FJ1 41-00-00 16- BCI 6000s-1.8 1 11 FJ1A 16-00-00 16" BCI 6000s-1 8 1 2 FJ3 21-00-00 16" BCI 6000s-1.8 1 6 FJ4 21-00-00 16" BCI 6000s-1.8 1 2 FJ5 16-00-00 16- BCI 6000s-1.8 1 2 FJ6 4-00-00 16" BCI 6000s-1.8 1 2 BM2 4-00-00 1-3/4- x 16" UERSA-LAM 2.0 3100 2SP 2 Rm I 12-00-00 1-1 /8- x 16- BC RIM BOARD OSB 1 10 Rml m m m 28-0-0 m w m 28-0-0 I I u i .'f ...I .III ..1.I -•1 i -,ii T7a m m r` I 1 m m ti 12 13 m m m m Dti D m Ln V 13 m m m IF I- III .I III I ICI 0o m 19 II 0 8-1-0 28-0-0 8-4-0 m v BEARING HEIGHT 56HEOULE 0 Hanger List H1 HTU26 H2 HGUS26-2 H3 IUS 2.37/16 NOTES: L) REFER TO HID 91 (RECOMMENDATIONS FOR HANIDLING INSTALLATION AND TEMPORARY DRACLN6 ) REFER TO EN61NEEZED DRAWINGS FOR PERMANENT DRACMG REQUIRED. 2.) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING MUST BE COMPLETELY DECKED OR REFS TO DETAIL V105 FOR ALTERNATE DRACING REQUIREMENTS, 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY BUILDER. 4.) ALL TRUSSES ARE DESIGNED FOR 7 D c MAX]MUM SPACING. UNLESS OTHERWISE NOTED 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARUIli UNLESS OTHERWISE NOTED 6) SY42 TRUSSES MIAT DE L%TALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRUSS HANGER5 TO DE 51MPSON HTU26 UN.E55 OTHERWISE NOTED ALL FLOOR TRA55 HAN6ER5 TO DE 5IW50N THA422 UJ.E55 OTHERWISE NOTED D) BEAM/HEADER/LINTEL (FDR) TO DE FURNISHED DY BUILDER SHOP DRAWING APPROVAL THIS LAYOUT 15 THE 50.E SOURCE FOR FADRLCATION OF TRUSSES AND VOIDS ALL FaYM ADROTECTURAL OR OTHER TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS LAYOUT MUST DE RECEIVED DEFORE ANY Ttj155E5 WILL DE DUCT. VERIFY ALL CONDITIONS TO P/SURE AGAINST CHANGES THAT WILL RESULT IN EGTRA CFNI6E5 TO YOU 44MW Dtlru1 IN . D;Z I Builders FirstSource Orlando PHONE: 407-851.2100 FAX: 407-051-7111 Plant City PHONE: 813-759-5951 FAX 813-752-1532 L ER. Starlight Homes L 1826 AL ADDNESS WPO167 Ma 1 9/27/17 Josh RECORD COPY ii City of Sanford Building and Fire Prevention Product Approval Specification Form OSANFORDPermit # #1 8- 7 2 2 Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on.the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding 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 Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING F1-5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 EA Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS F 158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online lit- BCIS Home I Log In User Registration Hot Topics Submit Surcharge Scats & Facts I Publications I FBC Staff I BCIS Site Map I Links Sear. b a d P rIS USER: Public User i Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 3 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. 6 Validation Checklist - Hardcopy Received Certificate of Independence FL15036 R2 COI (b) Cert of Independence.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 FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf Sections from the Code hops:/twww.floridabuilding.org/pr/pr_app_dll.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 # I Model, Number or Name 15036.1 Ia. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.fi 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, Darticulars. Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 li (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration' Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf, Verified By: Lyndon F. Schmidt, P.E. 43409: Created by Independent Third Party: Yes Evaluation Reports'__ FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes; 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.Ddf 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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. 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 15036.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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Product Approval Accepts: El ©,t-1 M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valnco. FL 33595 Phone 813.659.9197 Florida Board of Profcssional Enginccn Ccnificatc of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. 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 11 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E y igtipttej, Signed &Sealed by sci-1Mj O rf Lyndon F. Schmidt, P.E. No 43409 zy 9 '. STATE OF : Lyndon F. Schmidt, P.E. 0,•,.,r P \, FL PE No. 43409 O H IV. 10/16/2017 THERMANTRU° DOORS Classic -Craft., FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT` GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product a 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 "HVHT' requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 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 "HVHT'. 8. Inswing configurations and outswing configurations using sill items A31 & N33 under the active door do not meet the water infiltration requirements for the "HVHP. 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. TABLE OF CONTENA SHEET If DESCRIPTION 1 Typical elevations. design pressures 3 general notes 2 Door panel details 3 Horizontal cross sections q Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 1 Frame anchoring - 1 X buck masonry construction 7 1 Bill of Materials 6 Components 37s MAX. OVERALL WIDTH SWING OVERALL.' FRAME ' .... DIMENSION.: DESIGN PRESSURE (PSF) POSRNE: NEGATIVE! INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 SCAM N.T.S. arc n: JK cwc. rr: LFS FL-15036.6 n 1 or 7 1 IT EXTERIOR 42 Z J•' O pan lllI 111 i d m 6 UN..Z m INTERIOR 46 r g 9 d 0 axrmda`I HORIZONTAL CROSS SECTION li 0 0 Wa2Jd36ZMAX. DOOR PANEL WIDTH 2 o: a y o o 0 EXTERIOR INTERIOR LoN Lou s a mrz 2 o0 U o I I T 0 a a Ta! p 41 i01 RAIL LATCN STIIF o 0 V V In N N to N pO ZO oo 10 DOOR PANELClassiccraH In w i o i NOTE: WOOD DOOR COMPONENTS: OAK ISG>=0A71 45 Z N - WE 02124112 z z sue N.T.S. W HINGESi1lF 45 BOTTOM RAI! 2 VERTICAL CROSS SECTION owc. WY. JK m i cm n. LFS ; 12 E a oruwut NO. a FL-15036 6 c s iccr 2 OF 7 G c J i MIN. `` •C . 1 2 FMB. (TYP.) m EMB. 4 20 W'• :,. c U a m z 0N•• 8 .. o c+Nz° Z U 40 7 R j $ 9 o i a21INTERIOR (o "1 m a a li GZ 1 2 3a 3 3 3 3 •. v c v2 17 g Xo EXTERIOR 10 H §t j o'U" 10 s m N 9 E = E o 4 tl 3 HORIZONTAL CROSS SECTION m 3 Shawnw/IX sub -buck 1-1/4-MIN. uIEMB. FYP.) 3 4 5 EMs. (fYP.) a 4 4 4 C D a a 8 O.IS CSINK m CSINK L PP.) ( TMP') L • ' m m D • 4 W f V 20 O ONN 8 p `^ A • 8 D w W 0 7iE Ln Ln7 INTERIOR INTERIOR 22 as Mz N _0Z U EXTERIOR EXTERIOR 10 K DAM0212411210 oz L 27 40 9 8 swc: N.T.S. ° C E MG. BY. JK E cHK BY. LFS 3 K rl-" HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m m No, 3 Ouhwing shown - Inswing FL-15036.6 3 approved - inswing aho approved ° alsoG SHECT 3 GF % 0 O a EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION tl 5 VERTICAL CROSS SECTION q Outswing configwat10 4 Outswing configuratbn see general rotes, sheet 1 see general notes, sheet 1 for'HVHT water infiltration for'HVHP water infiltration requirements requirements 4( y n Q U n ••Z G Z EW 9m a Ri['g jG0a a maaT v is O Z 3d mWF' wrL 02/24/12 scut: N.T.S. NG BY: JK a«. BY. LFS OPAWNG NO, FL —150J 6.6 SWEET 4 or 7 D • MASONRY J TYP. HEAD OPENING d JAMBS L 2X BUCK — o: Ci BUCK ANCHORING For DP <= 48 PSF I _ L to MASONRY TYP. HEAD — OPENING S JAMBS FRAME t= O 2X BUCK p — 3 D MASONRY TYP. HEAD 3 OPENING LL JAMBS N 2X BUCK IQ STRIKE JAMS FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors moy be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN,.CLEARANCE TYPE SIZE . EMBEDMENT TOTO MASONRY. EDGE TO ADJACENT ANCHOR ITIN a 1/4" 1.1/4" 2" 4" TAPCON ELCO a 1 4" 1-1/4" 1" 4" ULTRACON IU JI.RCn w.w,.....,..,. 1. Mdntdn a rn&*MM VW wipe dsetance, 1' end distance. d 1' o.c. spatlnp of wood Screws to prevent the tpltf6rp of wood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF N' Yj PL O o m zoo d rrr 111 tt z I to n U N •• z ezuEam • S 9 0Wa- mda MASONRY TYP. HEAD OPENING 6 JAMBS E `o z 3a NZO_ FRAME — — C o U UzOFEO D] W 0 2X BUCK w vWio UL) n mm m U U TT FRAMEANCHORING z 1 Masonry 2X buck construction N N for DP > 48 PSF and DP <= 75PSF 6 d z LATCH 4 DEADBOLTDETAIL HINGE DETAIL Sr•,. N. T. S. i M. er: JK m C.. er: LFS ; DMNwG NO, FL-15036.6 0 sNm 5 or 7 O 6' to MASONRY OPENING FRAME I X BUCK STRIKE JAMB FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the tamers may be adjusted to maintain the min. edge distance to mortarjolnts. 2 Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to nxWorjolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dImerulon are not exceeded. a Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY „ TO ADJACENT TYPE' EDGE" ANCHOR 1TW • 1/4' 1.1/4' Y 4' TAICON IT S/ir 1.1/4- r TA C ON• I Haws wxcn w n«n urn .v,.,. I. I' end dMaintainaminimumS/!f edge distance, efance, 6 1' o.c. spacing of wood screws to pmvent the splitting of wood. U d HINGE JAMB to MASONRY TYP. HEAD OPENING L JAMBS FRAME _ — d O 1 X BUCK F TYP. SILL FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PS` LATCH A DEADBOLT DETAIL HINGE DETAIL A. N'i6 2 z n_ y O n ro i Z O Z u8Si9m000. maa Eaa 4 O oZ 83a U co, cc m z o: C)O m U U ) U J o a LE- N.T.S. eY: JK L eY. LFS WNG NO.. FL-15036.6 ET 6 OF 7 s U. 11yuu1 J li n i p dm n I r1 111 11 UN.;Z c Fes--- 2.36 --i c Z o z° HEAD i SIDE Rm' c' j m c wOCL a1ft20OJ., m a V 4 odz aa d'Jd 1-- 2.20' I ' 1 o il In F- 4.63" -i i 71 BUMI FACE RESHOLD LOW I OfILE cs oM m 7 I o m 00 5.75 a 12 m LL R_ T I} N N W W Z SEIf ADJUSTING SADDLE TNREHOID 3J o e Ln 0o r 4.56' as 236' a T b ^ Q p i Z1 u e¢:02 24 12 iL Sour. N.T.S. i erwc In: JK m 39 HIGH WATER DAM THRESHOLD cwc err: LFS ; orawm rm.: N FL-15036.6 0 N SHEEr 7 OF 7 0 8111 OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55WOOD 2X BUCK SG >= 0.55 WOODMAX. rA 1/4'SHIM SPACE WOOD1/4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4' X 1-3/4' ITW CONCRETE SCREW STEEL G 3/16' X 3-I/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-I /d' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3.3/4' PFH ITW CONCRETE SCREW STEEL K k 10 X T PFH WOOD SCREW STEEL L tf8 X 2-1 /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM B LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 ri10 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 WOOD 21 KWIKSETDEADBOLT- SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WITHYIELDSTRENGTH Fy (MIFIBERGLASS S THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 fbs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 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 Dr. Fiberglass Door w! Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96. ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared bV Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & b so!j,'Vj 0Prc Lyndon F. SchmidtP.E. Signed & Sealed by ooLyndon F. Schmidt, P.E. No 43409 v r Q'. STATE OF w 0 pr S'S a flta4 s ; 4 0 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/ 1612017 IHERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 8 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 "HVHT this product 4 required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 5 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to 3 be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. E s 5. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 939 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items R31 d R33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shag be Installed (n 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. TABLE OF CONTENLS SHEET / DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidelite panel details Y Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 1 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck mosorvy construction 9 BM of Materials 3 Components G d 53.13" MAX. OVERALL WIDTH T_r u Ozz 7 o M 0Xm x x w w m PLi a r c A8ll Z; d da4 c Z 8 Lj 8 .: SWING OVERALL FRAME-,- DIMENSION DESIGN PRESSURE (PSF) 1 W THOUTSURFACE' _ BOLTS .. , _• WITH SURFACE'_ . BOLTS POSITIVE NEGATIVE POSMVE - NEGATIVE - INSWING 53.13" x 980 47.0 47.0 60.0 60.0 OUTSWING tS3.13"x96.5" 1 +47.0 47.0 60.0 60.0 sr., r. N.T.S. Uvc. By: JK CM. rrr: LFS FL-15036.7 SKM 1 or 9 p, E EXTERIOR Z INTERIOR rl-' HORIZONTAL CROSS SECTION 36.(r MAX. DOOR PANEL WIDTH ri" 4.11' TAT 8 8 w00IAT D,0011 ANEI CWsflc watt to NOTE: WOOD DOOR COMPONDM: OAK JSG >= 0 67) 13 1 EXTERIOR z 0 z 00n Z* cc; 0 D CL a. CZ 0Or' 3a INTERIOR IWAM- N.T.S._ 2 VERTICAL CROSS SECTION 10n. BY: jK IcHx. ey. LFS FL— 15036.7 ET 2 OF 9 13.7 PANT 7. D.l SO STDEUTE PANEL NOTE: WOOD StDELTTE COMPONENTS: FINE (SG>• 0.42) NOTE: 1. Spacing for item N 18 & 829 (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 top and bottom 2.13" in from each corner. L S I SIDEL F11 TOP A BTM. Ral EXTERIOR INTERIOR IORIZONTAL CROSS SECTION R /•'1 tt MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR GI GLAZING DETAIL 5 hurloted gloss w/ Pvc 6te home MIN. kSS THK. 1/8" TEMPERED GLASS AIR SPACE TEMPERED GLASS 33 Aq Tr'• 7 i ng. M 51 o a ESu gibm . D 9 oa N am0. O E z TT vEE J o o c 0 t: SccLU 0 v2 W U mM oAd 0 EXTERIOR INTERIOR j) VERTICAL CROSS SECTION 3 U. N.T.S. o er. JK c.In LFS ME No. FL-15036.7 TF _L or 9 2 1 1 2 1-I/PMIN• E EMB. (TYP.) O: 5 D SEE NOTE I 6 6 5 A _ _: 14 50 D 11 INTERIOR 4 ® ® % V'' cN 01 8 a a o a • • 40 721 INTERIOR $[ cp 5 d Lo a a N 7 n mo:a C 4 G L EXTERIOR 1 3 S E. SLi q 2 5 ° S , d 20 4 4 4 c z N Q: C' SINK 17 zo o TYP.) yf EXTERIOR 10 H z st B C LA 4 o: u 1 HORIZONTAL CROSS SECTIONLiLj 5 HORIZONTAL CROSS SECTION E w = o LL1- 1/4 MIN. 61 m 7 EMB. ( TYP.) Outswing shown - Inswing 4 Shown w/1 X sub -buck t` m b also approved 5 4 3 3 4 5 oI ° 6665551-1/4'MIN. EMB. ( TYP.) a a E EXTERIOR C D 1 m zINTERIOR0.15 NOTE: C'SINK --.-{ ' • U lli14200.1S I. The sidelite is direct set into the 20 O.1S (TYP) I L N M 11 C'SINK jamb with (12) item NM (M8 X 7' C'SINK TYP.) PFH wood screw). There are (4) (nP•) n ~ of each vertical jamb from theLn 20 N N top down of 13.5". 31', 48.5" 3 M W W z N 66 . 8 8 _ L 7 50 7 7 22 40 INTERIOR 30 c » _ 50 w i 3 SEE NOTE I m - S - n i SEE NOTE I M " - z u° z M 27 11 14 L EXTERIOR 10 K oA 02124172 0 440suu: N.T.S. 12 W EXTERIOR INTERIOR 27 9 10 B owc. K. JK m' E cra. Or LFS 3 2 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION o" A NO: 4 Outswing configuration 4 Inswing configuration 4 Outswing shown - Inswing FL-15036.7 also approved a G sNcn 4 or 9 0 U 19 C; INTERIOR 1 VERTICAL CROSS SECTION 5 Mf'sv Pproved g %— d - Inswing aho ap is. sheet I Infdhalion 61 63— -., INTERIOR EXTERIORnEXTERIOR INTERIORmil62 61 63 62 VERTICAL CROSS SECT10N U. z o O A III1 1% N .;Z i1 ma00. aIT CZavRa w V 3W QSCALL N.T.S. orc. or. JK u«. w: LFS ORWIM NO. FL- 15036.7 WEn 5 or 9 tni- 00 M c V SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 aOt Ingoved inswing INTERIOR EXTERIOR SEE NOTE I (M u to i — 11 out 19 N 4 3 VERTICAL CROSS SECTION d Outswing configuration EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6) Shown w/IXsub-buck Z"r y'• 6 of n yy p j • 7 IN,m Z g=° a v o oii 9mSW a4 6ZEc 3d NOTE: 1. Anchors assy thru head and sill at 4" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration u: N.T.S. BY. JK L m. LFS wwo No.. FL-15036.7 n 6 or 9 3 x 0 d I _ SEE DETAIL I to M MASONRY TYP. HEAD MASONRY TYP. HEAD OPENING 3 JAMBS $ OPENING to JAMBS MULLION — TYP.— —if rn SHOWN FOR L FRAME REFERENCE 2X BUCK ONLY N O 2X BUCK - to N ( SILL P. - ^ o J SUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dmenston are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR' MIN. MIN. CLEARANCE. MIN. CLEARANCE TYPE- SIZE EMBEDMENT TO MASONR%Y TO -ADJACENT EDGE ANCHOR'_ ITW 1/4- 1-1/4- 2"4' TAPCON ELCO e 1 4" 1.1/4" 1" 4" CONULTR:' I3" TAP WUUD SCKtW IN3IALLAIIVN Nuin: 1. Maintain a minimum 5/8" edge distance, 1"end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMS LATCH i DEADSOLT DETAIL I 1 111 W SEE DETAIL 2 FRAME ANCHORING HINGE JAMS Masonry 2X buck con stNCtlan 63 OUTSWING INSWING 63 64 DETAIL 1 DETAIL 1 Attach surface bolt Attach surface bolt stnke plate to irome strike plate to frame DUTSWING as shown (Outswing) as shown (Inswing) INSWING 65 661 1 64 if 63 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stoke plate at the threshold stnke plate at the threshold Outswing) (Inswing) 01 rl 1111 z d m o o n z UN •• i U o Z V Rf X in 9oBWoa av m d ii 1s 4 c° o v° cW V O i NZ G 2V Y1- 0O I in in ZZ OVC, 3 Z m j a Y sc a mm a HINGE DETAIL SCALE: N.T.S. DWG. rn: JK a CHK. BY. LFS 3 DRAWIC No.: ° FL-150J6.7 c SHEET _L or 9 Q T P 6' ! 2 OUTSWING INSWING C N': Ztou 1_ i Y' t9j` torn SEE DETAIL I ii '' •.... / j1MOUTSWINGa in D o a 0 zU sv L INSWING ^ En 9 m u HEAD d _ 27 \ a N$ 5 d L aTYP MASONRY jgMgS V o A m a: a OPENING 8 i C _ 0 LATCH i DEADSOLT DETAIL ° 'c 3lif TYP. _ Y as oassHit FRAME Lj 10 Co Mtn 5i . ^ o x zLU zUz ZmQ U O KO I X BUCK to HINGE DETAIL a F TYP. Liz 63 11 Nd H ( SILL'' V ry N e, I 63 W W Z64o SEE DETAIL 2 DETAIL I DETAIL 1 m s STRIKE JAMB HINGE JAMB Attach surface bolt Attach surface bolt o 0 p FRAME ANCHORING stoke plate to frame strike date to frame CONCRETE ANCHOR NOTES: Masonry I X buck construction as shown (Outswing) as shown (Inswing) a A 1. Concrete anchor locations of the comers may be adjusted to maintain the min. a a edge distance to mortorjofnts. 65 66 7' x 2. Concrete anchor locations noted as"MAX ON CENTER" must be adjusted to 3 maintain the min, edge distance to mortar joints. additional concrete anchors e o may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. ^ ^ a0 3. Concrete anchor table: - a O z z Z u z 63 oae 02124112 i N.T.S. 9svu. W 63 o r. 81. JK m DETAIL 2 DETAIL 2 CHX. BY. LFS 3 Attach surface bolt Attach surface bolt F..M W ; Q WOOD SCREW INSTALLATION NOTES: stoke plate at the threshold stoke plate of the threshold n 5 1. Maintain a minimum 5/6" edge distance. I"end distance, d 1 • o.c. spacing of (Outswing) (Inswing) FL-15036. 7 0 wood screws to prevent the splitting of wood. SHM 8 or 9 0 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIIE_, EMBEDMENT TO MASONRY . TO ADJACENT . EDGE ANCHOR ITVV tp• I-t/• r TAPCON fiYJ 3/ 16• 1.1/4' 3• 1.1/Y TAPCON Blll OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SI Q' • • (j1 ,01n z QiO to ri ON •• V O o z igta9m=Wn Oa. 14 oz a b Gc Ln g CrW o s Q. GW pV J U k 0 mO V OO a o 12m zN { m x LL Y n v v r — o V N N 0 I-- L.2lT z.l r ---I 1 1 I n o-- 2.38 _ f" HEAD i SIDE F- 4 63' w a L Cn1920b 16 S 1 EUMI FACF TNRESHOID LOW ROFIIFgv OUAWING SfDELIIE 2•Sq Spacer fi 1.68" — 2.14• 1.68" I SJS o _ F t,, z a Z DATE: 02124112 c a ri scue N.7.S. L 0.53" -I I--- T i I--- .53' rit 71 --i orc. Qt. JK m T 1 I CNK er. LFS INSWING SIDELITE a PLASTIC UP LRE FRAME 1S 26 1AS11C U11ITF FRAME fn SS SEIf Al?1US11NG SADDLE 1HREHOID ORA.WG NO: a b 39 HIG WATE DAM THRESHOLD 2S SMC Spacer PVC FL-15036.7 a SIQT 9 OF52 9 0 LAl af I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Enginccrs Certifiwte of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door 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-15036.8 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 AT[ 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 2. Drawing No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by 8 ibg Consultants, Inc. (CA #9813) F. Schmidt, P.E. SS gned3. Cal ul lions PreparedRW ygJ s?t & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 1G F A) , - • yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ti NO 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeat Institute, certifying that Therma Tru Corporation is manufacturing products v '0 •; w within a quality assurance program that complies with ISO/IEC 17020 and 9 ST:;T E O F Lyndon F. Schmidt, P.E. Guide 53. Q•,• A. •:u FL PE No. 43409 10/16/2017 Sheet 1 of 1 p ... •• -%c0 THERMAITRU Q0 DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" 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 -HVHT' this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHr requiring wind 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. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drowing 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 "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 3 t133 under the active door do not meet the water infiltration requirements for the "HVHP. Inswing units shall be installed (in the "HVHrl only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COHTEHIS SHEET i DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidelte panel details 6 Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical crass sections 7 Buck and frame anchoring - 2X buck masonry construction g Fromanchoring - IX buck masonry construction 9 Bill of Materials E Components j— 68.5 MAX. OVERALL WIDTH ZZZZ3 q7 O 3 i m W SW = a S_WING - _ OVERALL- _ FRAME - - DIMENSION- DESIGN PRESSURE (PSF) - WRHOUT SURFACE - BOLTS WRH SURFACE .: BOLTS. POSRIVE.:__ NEGATIVE. INSWING 68.5" x 98.V' 47.0 47.0 60.0 60.0 FOUTSWING] 68.5" x 96.5- 47.0 47.0 60.0 60.0 uF N.T.S. JK r. er LFS IWM NO.: FL-15036.8 IT I or 9 0 e EXTERIOR 46 Cl * L Y• yQ— u YAA, ri U N .. J o O Z l0 Em INTERIOR 46 N f N 9 0 0 am0. k T I HORIZONTAL CROSS SECTION o = 36.0• MAX.° DOOR PANEL WIDTH Z cr J a 2 ofx W EXTERIOR INTERIOR rS O L r- ,.,6• -1 I 00 a cd a Ulm v O i TOP RAIL UICH STiIE o a N N N OZ 22 1.49• W W o a 40 DOOR PANEL 1.4W L I I CJaikHLJNOTE: WOOD DOOR COMPONENTS: OAK 1SG>• 0.67) n 7 ...fir•` HI 1. DATE.- 02124 12 cz v. E: N T.S. 11 HINGE filE 45 EOITOM RAIL VERTICAL CROSS SECTION DWG. a: X m' Z cHK. rf LFS 3 DRAwM RD.. a h FL-15036.8 a SHEET 2 Of 9 a 0 13.7 PANT 7. D.L SO SLDEIlTE/ANEL NOTE WOOD SIDELITE COMPONENTS: PINE (SG» 0.42) NOTE: 1. Spacing for Item N 18 & N29 (lite 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 2.13" in from each corner EXTERIOR INTERIOR IORIZONTAL CROSS SECTION Q'rl fq MIN. ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE I/8" TEMPERED GLASS INTERIOR SL 1LDEETLE TOP A DTM. Raj GI GLAZING DETAIL5InsulatedplayW/ Pvc ate frame SZ SLDEITIE STILE MIN. ASS THK. TEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS A. z ri'J O P V m Z 0 z e 8 ` i 9moa n Z Emaa o Z gg 8 3a a1 O I rn O Z U LiW 7 C a o o v, INTERIOR 2 VERTICAL CROSS SECTION 3 DATE 02124112 M .• N.T.S. o-G. rr JK rant. BY. LFS DPA-WG NO FL-15036.8 SHEET _L or j p SEE NOTE I M 14 50 11 INTERIOR v v• L EXTERIOR 20 v, 0.15" C'SINK UP.) B C I-1/4'MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) 9' 4 Outswing shown -inswing also approved JC 14 20 0.1 S C'SINK I TYP.) INTERIOR U 27 40 EXTERIOR 2 1 HORIZONTAL CROSS SECT10NCROSSSECTION %3 HORIZONTAL CROSS SECTIONHORIZONTALCROSS SECTION F d Outswing configuration 4 J Outswing configuration r INTERIOR f 6 4 0 3 2 4 EXTERIOR d I5 1 TE 1 SEE NOTI 1.11r MIN 6 HORIZONTAL CROSS SECTION 4 Shown w/IXsub-buck NOTE: 1. The sidelite is direct set Into the jamb with (12) item NM (118 X Z' PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5'. 31". 48.5' d 66". 0.1 S C'SINK fn'P•1 XTERIOR z PA d O C O1 N 11I 111 o °n z U N •: E' ell Z o=U m [ W 9oa5c 0 zv° W O in zc I rn inz (-f rr g Ln M a in W N 20 Co U SEE NOTE I JTERIOR 10l 12 44 U IMJK WALE: N.T. S. o G. er JK 9 10 c" K. ar: LFS 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 0RAL""0 N0 4 Inswing configuration 4 Inswing configuration FL-15036.8 SHEET -L or 9 1 VERTICAL CROSS SECTION Oulswing shwon - truwing also approved 9 INTERIOR " EXTERIOR 61 62 VERTICAL CROSS SECTION jj Shown w/I X sub -buck requirements y'. Z O 01QrgO ° n i o 11 1 11 Uri •: s 10 C ui J 00. a i ma A ` A. EEZ oan:02124112 Scut. N T S owc. BY: JK na. BY: LFS 3 DRA N0 NO.: 0 N FL-15036.8 c WEE7 5 Of 9 a 50 IvE,Za SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE 1 EXTERIOR Z— 11 U zza 19 N a a G - a 3 VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IXsutrbuck uP r llll I it, m z o U W a z o°i m 8 = s mn 9 W mac° OMVtoda3¢ O14 0 ZO 2i 3a NOTE: 1. Anchors oss'y thru head and sill of 4" in from each corner end. d VERTICAL CROSS SECTION 6 Inswing configuration N. TS owc. BY: JK m CHK BY, LFS 3 owmrw No.: a FL- 15036.8 c sH¢ r 6 or 9 p 7 ip: Ir II I I IIIII SEE DETAIL 1II Lto D TYP. HEAD 3 MASONRY TYP. HEAD MASONRY OPENING JAMBS OPENING JAMBS SEE NOTE I MULUON FRAME M TYP. a 2X BUCK SHOWN FOR d ti tn (j REFERENCE O ONLY U O 2X BUCK F TYP. F SILL N BUCK ANCHORING STRIKE JAMS CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors ' MAX. may be required 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 c 1/4" 1.1/4" Y 4" TAPCON ELCO 1/4" 1.1/4" 1" 1" ULTRACON ITW o 3/16- 1-1/4" 3" TAPCON wVLJU 3L-Ktw INJI/ALLAIILJN NUICG: I. Maintain a minimum 5/8" edge distance, I"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. i7 LATCH i DEADSOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction l OUTSWING 63 INSWING DETAIL I Attach surface bolt stoke plate to frame as shown (Outswing) UTSWING 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate of the threshold Ouhwing) HINGE JAMS 63 64 DETAIL I Attach surface boll strike plate to home as shown (Inswing) 64 V 5 DETAIL 2 Attach surface bolt stoke date at the threshold Inswing) om0 o n rrrrr r rss N •• u 9 O ox N C W V rKg 'O`a mda C LL C o zggEaW 8 3u xZN U 2 r"r O O'n g yl ZZ0U 2 WC- m2 z F 7 O YX i mm HINGE DETAIL DATE: 02124112 suse N T.S. M. BY: JK cNx, Irr. LFS araru+c No FL-15036 8 7 or 9 oII SEE DETAIL I TYP. HEAD 3 JAMBS MASONRY OPENING B 5 Z M TYP. Ln 8 FRAME R 7— fn J B I d 5 3 1 X BUCK fn SILL L S STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction 1. Concrete anchor locations at the corners may be adjusted to maintain the min. B edge distance to mortarjoints. 3 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 6 malntoln the min. edge distance to mortar joints, addittonal concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN., _ MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY • TO ADJACENT EDGE ANCHOR - ITw 1/4- 1.1/4- 2' 4' tarcoN• ITW TArCON 3/16' 1.1/P 3' 1-1/Y WWV 3A-KCW IN31ALWIUN NUI[ ; I. Maintain a minimum S/8'edge distance, I* end distance, d 1"o.c. spacing of wood suewswoodfopeventthesffofwood. wood. HINGE JAMB LATCH A DEADBOLTDETAII 40 m U E Fore ER m r! Ur •• ZpoUp I- z m o a fu° NE °g 9o`oayimdani A0 € odZ ly1 Eo ( Y Mm too x fry c CX m = o WV T UUZ m < ¢O U O 0o 1 IRGE"DFTAII a a 67 63 tti m m ss N N Ln 63 L34 W W tD N DETAIL I DETAIL 1 0 o rr Attach surface bolt Attach surface bolt strike plate to frame strike plate to frame as drown (Outswing) as shown (Inswing) ` o. a V66 64 ^ a N _ Z atE 02124172 63 WALL N.T.S. Lt3 DWG. ef: JK DETAIL 2 DETAIL 2 CM. By LFS Attach surface bolt Attach surface bolt DRAWING No.: strike plate at the threshold stoke plate at the threshold FL-15036.8 Outswing) (Inswing) SNUT LT OF 9 a N DN BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP WE FRAME (SMC) SMC B 2X BUCK SG - 0.55 WOOD 24 1/4" INTERCEPT SPACER STEEL C MAX. 1/4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4' X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4" X 1-3/4" TTW CONCRETE SCREW STEEL 29 1 #8-10 X 1-1 /7' PLASCREW STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1 /7' PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 08 X 7' 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-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .097" THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 N 10 X 1-3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDEUTE TOP 3 BOTTOM RAIL COMP. 16 OUTSWINGSIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1/7' SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 19 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 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 4. 56' - 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW 0 2.36' I9 20 HEAD i SIDE Jamb 4. 56' 2S9" 2. 36' 1.68' L 1 0. 53 --i --- S9 HIGH WATER DAM THRESHOLD 23 /LASTIC UP UTE FRAME SMC 1 2. 17 r1 16 OUTSMNG SIDEUTE Spacer 2. 14' F 2. 1 ' L to r 1S INSWING SIDEUTE Spacer26 PLASTIC UP UTE FRAME wCp n d a oo N ri 0, 0 z y CV o 0 O Z{ mu ma xx19 ca dmaa V C LL Lp o= STEEL 2. 20" --j i I I' rI I 0 iUMP FACE THRESHOLD LOW /ROfIIE 5. 15 -{ ]-1-] TFFRT- 0, DAM 02124172 LN. T.S. mvc. fir: JK GNIC er: LFS DUMMG NO.: Ln SELF ADJUSTING SADDLE THREHOLD FL-15036.8 L or 9 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product 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 I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations 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) q@T+"t"' d09p Lyndon F. Schmidt, P.E. 4. Quality Assurance o1 •• Certificate of Participation issued by National Accreditation and 04 .• c' Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. - O i-ra-; O1_ : LL+a Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 . • :.. •"' toe, UGaGflflL+ 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 E 5 a THERMAKIRU'- DOORS Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHP 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'1'IVHZ" 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 L R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 6 #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the'HVHZj only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canoov or overhang to sill is less than 45 degrees. TABLE OF CONTENTS T# DESCRIPTION Typical elevations, design pressures 6 general notes Door panel detailsPIHorizontalcrosssections Vertical cross sections Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame onchoring - IX buck masonry construction 8 Astragal details 9 Bill of Materials 6 Components 71.5 MAX. OVERALL FRAME WIDTH z = io L mS = w LL 0 o b to a vP e lit SWING- OVERALL-- FRAME _ DIMENSION. DESIGN PRESSURE (PSF), WITHOUT SURFACE BOLTS- ___ _ - WITH SURFACE BOLTS.:_ _ -- POSITIVE:- NEGATIVE. POSMVE NEGATIVE, INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 n ii0 gg z. Z o m d ON •:Z E i cz0 EQ 0 N a a.Ca mda 14 nOZ r: 02/24/12 LE. N.T.S. n; JK V. LFS NC M: FL-15036.9 a _L Of 9 EXTERIOR z4'O, o 44 n 7ff 1111 U N „ ZJ o 0 Q Z l INTERIOR 4d E 9 0 ; a m a rn+ m a a a LL 1 HORIZONTAL CROSS SECTION g5 E o Z ( a 36.0" MAX. DOOR N PANEL WIDTH LL 2 a ` W EXTERIOR INTERIORLL yW++ 4.11' m 1 0 U p L -- 1.48' I T 7 y,• a a rJI L mlxlL - - - - - - 0 e } U U i O i e I Y O 2 47 for RAIL 43 UTCN Slilf _ 00 V N N N D P b 1.49' k' k' DOOR PANEL L I Classk aaN w = o ^ O i NOTE: WOOD DOOR COMPONENTS: OAK (SG > 0.671 . ',' `; a1345NC1VZi DATE- 02124112 = NINGESTILE EOI70MRAIl swc: N.T.S. a 4s 2 VERTICAL CROSS SECTION DWG JK m 2 cm. n. LFS ; E ORArtriC w0: N FL- 15036.9 0 o% W _L OF 9 O 1 2 MIN. ` • (i i a 4 4 EMB. (TYP.) C A =U #cQ n 20 • . N'' Z ; Q m om J '•... J O °m a a m Z a N 6 S O Z i 21 40 7 c E z• $u 9t -W INTERIOR • aNd " 'm a a i cF3 • SO: O'er 17 3 o o En zoo 0 R EXTERIOR 10 H iniw st 9 10 Nm Ntn V 01Ni1 LL61CO Ewn xo 4 HORIZONTAL CROSS SECTION 7 u 1. 114'MIN. $ Shownw/IXRIb-buck 1-1/4'MIN. o EMB. ( TYP.) $ 4 S EMB. (TYP.) & a 444E D C 0. 15' 0.15 C D r i • • CSINK CSINK --{ • • ] m L ( TYP-)(TYP.) I L u In flo In 20 20 . o 0 H 8 8 NN N 1 8 p 7 40 7 T INTERIOR 7 INTERIOR ° ^ j 0o x Y • ° • ^ of n W i 0 LL10 K N- z u K10EXTERIOR40 13 EXTERIOR 40 10 DATE: 02124112 Fb109L279Bscut: N.T.S. ° E E owc. a: JK o' CNK. Yr: Lf5 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ORAWWG No: a E $ Ouiswing shown -inswing k3 Outswing shown - inswing 3 Ou .g shown - inswing FL-15036.9 also approved olso approved also approved N aSNP _ 2L OF 9 O a 2 E 5 0 J O 1 O64 TERIOR INTERIOR INTERIOR EXTERIOR I m 64 ®n63VERTICALCROSSSECTION (-2 ERTICAL CROSS SECTION I r-- m T 111108A 61 61 1RIOR INTERIOR EXTERIOR 44 INTERIOR Z g 40 63 Z z e QFt E _ F D E D . D • • ' D • • • • D O o Z u ry ._ p D D ore.02 2412 E: N.T.S. i M.. r: JK m 653 VERTICAL CROSS SECTION 5 VERTICAL CROSS SEC17ON 66 CXK. ry LFS 3 4 Outswrsg conttguratbn see general notes, sheet 1 tor' HVHrwater infatration requFements q Outswing contlggurotlon see general notes, sheet 1 rorim+rwaterinntration requaements ORA%' M a,cr FL- 15036. 9 a SKEW 4 or 9 n o iL qb71 2 t 11 1115 8 R b 0p .: o a 9ogW d a MASONRY OPENING of 4 i C YIiBy( V a 8 Z I N 2x BU G u 0 ao o o. Nn7 m n v 00 N N p ppWW N z, S CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain fhe min. BUCK ANCHORING aedgedistancetomortarjoints. a a 2. Concrete anchor locations noted as MAX. ON CENTER"must be adjusted to 1 maintain the min. edge distance to mortarjoints, additional concrete anchors e ma be required to ensure the "MAX. ON CENTER' dimension are not exceeded. m' 3. Concrete anchor table: CK D TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE MIN. CLEARANCE MIN. CLEARANCE v; T.s I II I 16" 1 1 d SEE DETAIL 1" L MASONRY— TYP, HEAD OPENING B, JAMBS ASTRAGAL SHOWN FOR REFERENCE FRAME ONLY d Ci 2X BUCK F SEE DETAIL TYP• r SILL I I I I 1 1 I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF L T- ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to modor joints. additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT. EDGE ANCHOR ITWETAPCON 1/4" 1.1/4" 2" 4" 3/16" 1.1/4" 3" 1.1/2" I 1. wuuW at.rccrr In rn wrvn nv ro. Maintain a minimum 5/8"edge distance, I"end distance, Q I"o.c. spacing of wood screws to prevent the splitting of wood. b MASONRY TYP. HEAD OPENING I> JAMBS FRAME 2X BUCK SEE DETAIL - 2" b l I to SEE DETAIL ASTRAGAL SHOWN FOR - REFERENCE ONLY _ N! UO F TYP SILL - 1 I I I I I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF A 21 2 63 T7i l 64 DETAIL 1 DETAIL 1 Attach ashagal/wrface bolt Attach astragal/surface bolt strike plates to frame strike plates to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate of the threshold strike plate at the threshold Outswing) Ping) Y'• Q of n tRf e o n u z a Z 0 CC9 W 3 R x f CL an d `. II 4 c= o U z mF y O zV) 1 1 j 6o m =U L)>_ m y Z z a HINGE JAMB LATCH i DEADBOLT DETAIL sc: N.T S. In JK C. BY. LFS L-M N0: FL-15036.9 rr 6 of 7.S SEE DETAIL J "1" MASONRY — TYP, HEAD OPENING 3 JAMBS ASTRAGAL SHOWN FOR _ FRAME REFERENCE ONLY _ Ci o I BUCK F TYPSEEDETAIL 7 SILL FRAME ANCHORING Masorvy 1 X buck constructionMa" DP c= 48 PSF L r 7.5' I I I I to SEE DETAIL MASONRY J TYP. HEAD OPENING 3 JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY I BUCK F SEE DETAIL TYP• 7 SILL ASTRAGAL STRIKE JAMS FRAME ANCHORING Masonry IX buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TOADJACENi ANCHOR ITW • 1/ 4 1.1/4" 2" 4' TAPCON ITw 3/16' 1 1/4' 3" 1 1/2" TAPCON° nwuat,rtc.v uvainctn nviv wv a. 1. Maintain a minimum 5/8" edge distance. )"end distance. 6 1"o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP <- 60PSF 2 67 63 63 L 64 DETAIL I DETAIL I Attach ostrogal/surface bolt Attach ostro ol/surface bolt strike plates to frame strike plate to frame as shown (Outswtng) as strewn (Inswing) 63 65 66 64 63 DETAIL 7 DETAIL 2 Attach sLdoce bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Dutsvng) (Inswing) Z p Ogoo Lpvpp a . 9 CW a m dad Q 4 Fad UZO3 m c kUAzD Xo m =UW31U U 7 O a a0 HINGE JAMS LATCH A DEADSOLT DETAIL uLL N.T.S. BY. JK rr. LFS 1-4 NO: FL-15036.9 n 7 or 9 i13 Q A n Q;: O om m 11 J 1 P 4K o n m i O N •• v O M Z V EP p C 95.25 Q W 6 N A , o a maa 18.8T 18.W MAT 11.38' -j oz° g€ p I i cr 13 TYR o o C, o 13 TYP. TYP. 13 m Q C W m N F= vl uKU Q o mO a E IS IS 12 3.25 3.25 uu r r 0.75 1.91" — —j 0.75 os N N P. P., O N SEE NOTE Ija----4— 0.06' o Q a ww a as o air z a ASTRAGAL DETAIL a N 1 oZ U NOTE: o-TE.0212+ 12 T0 XN.[: N.i, S. 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND owG. BY: JK mTHEBOTTOM. 2 cMc. w: LFS 3 E GRAWNG NO.. N FL-15036.9 c sHcn 8 Of 9 n p BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK 5G >= 0.55 WOOD C MAX. 1/4- SHIM SPACE WOOD D 1/4" X 2 14' PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO AS7M C90 CONCRETE F 1 /4" X 1-3/4' fTW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH RVJ CONCRETE SCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4- PFH ITW CONCRETE SCREW STEEL K H 10 X 2" PFH WOOD SCREW STEEL L q8 X 2-1/2" PFH WOOD SCREW (].IS- MIN. EMBEDMENT STEEL I HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 4" X 4"HINGE .097" THK. STEEL p 10 X 3/4" PFH WOOD SCREW WHINGE TO FRAMES STEEL q 10 X 1-1/2" PANHEAD SMS STEELk2OKWIKSETPASSAGELOCK -SIGNATURE SERIES STEEL HEADER JAMB PINE SG >= 0.42 WOOD SIDE JAMBPINESG>=0.42 WOOD KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKEPLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN,) = 6,000 PSI FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE 60 1 /T SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT g454 8.0" L. X .2S THK. STEEL STEEL 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1 !4' L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 N 10 X 2-1 /2" PFH SCREW STEEL 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3/4" PfH ITW CONCRETE SCREW STEEL I— d 56' om CO gampq cn_ I / II II\ N Z ERS _ 19ZpHEADLSIDERofm a 0 a. a. Jamb ' 4 d ECZ8RJ 1 1 I I 4s f K T I- d.63" - I $ W i m 1Z a31 RUMS F CE THRESHOLD LOW IROFRE W o 0 E u K m oi C 5. 75 a n C I—T ] m L L r NN V V O O Z Vo SEIf ADJUSTING SADDU: THREHOID W w o oo r f" 4. 56" L 7 = 2. 36' w 1D„ Q fi to o LL o DATE: 02 24 12 i sous: N.T.S. HIGH WATER DAM THRESHOLD D-r. ry JK m 42 J9 cNu. ar. LFS ; DRAWING NO.: FL- 15036.9 a G N sNcn 9 a 9 O 0 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Plione 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door 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 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 Testinq 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) • ti ty asS5a9q,r.n Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 000` C'C'3 rl''''r 9e Signed & Sealed byE' ....., c, o Anchoring RW Building Consultants, Inc. (CA #9813) `coo .•'(• E ill ''0e _yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. fie 4 3409 , 4. Quality Assurance ; it Certificate of Participation issued by National Accreditation and Managemen :t o Institute, certifying that Therma Tru Corporation is manufacturing products -G = : 1=- o S y UE (O Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and a FL PE No. 43409 Guide 53. gip .-4 f: t S'% , e 10/16/2017 Sheet 1 of 1 Otis usle•+a" D, THERMAITRU° DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR W/ SIDELITES 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 shall be beyond wall dressing or stucco. 3. When used in the'MVHZ" this product Is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the -HVHZ- requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2( 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 f139 under active doors and all sills used under sideltes meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 h #33 under the active door do not meet the water infiltration requirements for the'liVHZ-. Inswing units shall be installed (in the NVHZ") 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. TAILE OF COIM 3 SHEET • DESCRIPTION 1 Typical elevations, design pressures E general notes 2 Door panel detals 3 Sidelite panel details 3 Glaring detal 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X tuck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Astragal details 10 Bill of Materials d Components d lOSS MAX. OVERALL FRAME WIDTH -• O Ozz 3 O 5 0Sm W O ra y P Plit SWING OVERALL FRAME -- L)IMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE .' BOLTS - WfrHSURFACE- BOLTS - POSITIVE :- NEGATIVE- POSITIVE NEGATIVE INSWING 105.5" x 980, 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 SCALE: N.T.S. one. m JK CHk. er: LFS mawM ND.: FL- 15036.10 sXErr I or 10 uz z n 0 U z 0 i m 3 a N 0N 0 pi EXTERIOR 46 ' '• = U * c = d m 42 N Z n 0 pi v ZOZ0 INTERIOR 46 N § 9 c 0 amaala 0IHORIZONTALCROSSSECTION W 36.LT MAX. G. DOOR PANEL WIDTH r2 0 En EXTERIOR INTERIOR 30 0G `` o z L I v.•_. I T a ya {n Im O 2 44 TOP RAIL UTGH Slllf o 0NN N N Z G W W O 41 En GN DOOR IANEL L = Classic Crafl7 =17 ao NOTE: WOOD DOOR COMPONENTS: OAK (SG >a0.67) y _ :.^•'a„- z i N IZ U F DATE' 02124112 z N HINGESIiIE S EOTTOMRAIL Suat N.T.S. 2 VERTICAL CROSS SECTION o+c. By JK 2 cwc. BY. LFS ; Or WWG n0.: R n FL- 15036.10 0 SHEET _L OF 10 d 13.7 PANI 7. D.L SO SIDE PANEL NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG >=0./2) NOTE: I. Spacing for item f118 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", wilh 7) more spaced at 9.88" D.C. there are (2) screws both top and bottom 2.13" In from each corner. L ICI S) I""UTE top i ETM. Rafi EXTERIOR INTERIOR ORITONTAL CROSS SECTION C. r_I •a MIN. SS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR GI GLAZING DETAIL S 4uulated p1as3 w/ P fife frame 1.08" I I I II S2 SIDElT1E STIIE MIN. ASS THK. 1/8" TEMPERED GLASS EXTERIOR AIR SPACE I/8" TEMPERED GLASS 6 fib' g c °' UN•: afl q 9 Wo. ro y i o m o: ii a4 0 E. o = p J ao WO s W V U c D W o Uii a INTERIOR a 2 VERTICAL CROSS SECTION 3 ALE. N.T.S. ro. er: JK X. er. LFS ? A-M w0.: ° FL— 15036.10 CET -L or 10 Q 6 6 1 2 5 5 SEE NOTE 1 nn 14 50 11 INTERIOR a L EXTERIOR 20 c I 0.I S' F-- CSINK TYP.) B C 1.114' MIN. 1 HORIZONTAL CROSS SECTION D 21 J 2 4 0 0 O— 17) 61 3 4 q q L D EMe. (TYP.) q Outswing shown - Inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item kM (N8 X 2" PFH wood screw) There are 14) at each vertical jamb from the top down at 13.5". 31•. 48 5" 3 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Oulswing shown • Inswlrlg aka approved 4 5 115 5 5 3 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR 4 EXTERIOR I-I/!'MIN 5 HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck OTE 1 0.15' CSINK -- 1 TP.) I 8 7 EXTERIOR 40 INTERIOR 10 d)i iO O 1l11. 11\ o d a1 Z n UN •• o U Z 1 g E z S a gg • 1562dia: IT u gEg o = S 9a 8 N2 a3N W m NulWVTCV1O_ Vf 0 C r V a U O: o a NOTE I 4 HORIZONTAL CROSS SECTION q Inswing configuration DATE: 02124112 sue: N.T.S. D-G In: JK CHK. BY: LFS DIUMWO NO.: FL— 15036.10 sNm 4 or 10 t 11 2 L G c EXTERIOR O• m 619%r Q VERTICAL CROSS• vO for HVHPwo requ remenls 61 4—.. 62 INTERIOREXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/IXsub-buck Z l.:O OP N 1 11 U N •; n E Z N Y 5$ 9 p e a maa C o yj0 X- N.T.S. rc. BY: JK W. BY. LFS AWM No.. FL— 15036.10 im 5 or 10 F1 11 M 50 SEE NOTE 1 013 INTERIOR EXTERIOR 1 VER77CAL CROSS SECTION 6 Outsvp g shown - InswingalsoaProed INTERIOR EXTERIOR SEE NOTE 1(M En i a ou e u a a e 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 C 1 i a' i INTERIOR 5 VERTICAL CROSS SECTION 6 Ouhwing configuralton SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/l X sub -buck A. i II: •. Z i Y`/• a9 ` Z c p n 17n R— a. ZVd 44CC v u z° 0 c c w9oa m e 4C C O EOZ 3a u, NOTE: I. Anchors osiy thru head and sM at A" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configwotion Fa. rn: JK X. V. LFS AtMNG NO: FL— 15036.10 ccr -L or 10 i 2 d MASONRI OPENING 2X BUC D TYP. HEAD a JAMBS ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE c ONLY L BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER- must be adjusted to maintain the min. edge distance to modarjoints, additional concrete anchors may be required to ensure the -MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW 1 /4" 1.1 /4" 2" 4" TAPCON ELCO o 1/1' 1 1/1" 1" 4' ULTRACON ITW o 3/16" I.1/4" 3' 1.1/2" TAPCON WVVU JL.KCW IMIALLAUUN NVICJ I. Maintain a minimum 5/6" edge distance, 1"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. 4 MASONRY OPENING L FRAME H 2X BUCK ASTRAGAL STRIKE JAMB 2 L 63 DETAIL 1 Attach ostro aUsurface boll strike plates to frame as shown (Outswing) 63 65 66 DETAIL 2 Attach wrtace boll strike plate of the threshold Outswing) ETAIL 1 II I to I I I SEE D U O Av Co.. I i•`J• '' C P h 2 co Pia.. 3 q a O o Z{ Ea mz 9 a Ida d9 oa to mi maa s4 pp EEz d ?d FRAME ANCHORING HINGE JAMB Masonry 2X buck construction Attach astra aUsurface bolt strike plates to home as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt stoke plate of the threshold Inswing) 28 I L L I27 LATCH S. DEADBOLT DETAIL HINGE DETAIL rat. N. T. S. m. 91: JK 1K. er: LFS AWING N0: FL- 15036.10 EET ] OF 10 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction Attach astra aUsurface bolt strike plates to home as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt stoke plate of the threshold Inswing) 28 I L L I27 LATCH S. DEADBOLT DETAIL HINGE DETAIL rat. N. T. S. m. 91: JK 1K. er: LFS AWING N0: FL- 15036.10 EET ] OF 10 r: zu. a Q i O f d m n- i N ^ z d m 6 rll m gr..z v a Z{ Em z c a MASONRY R, Q S 9 o 00. OPENING of i m d a T c r Oz Y to U m O FRAME O 0 Fo x t^ ?z27o_olrsm = U WU s o 1XBUCK 1n LATCH iDEADEOLTDETAIL ofNo a a q m 12 10 n r 1Q N N N O O z W W O HINGE JAMB e ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locatiam of the comers may be adjusted to maintain the min. All edge distance to mortorjolnts. = z 2. Concrete anchor localions noted as'MAX. ON CENTER" must be adjusted to G 67 e maintain the min. edge distance to nwrtorjdnts, additional concrete anchors 65 66 2 63 amayberequiredtoensurethe 'MAX. ON CENTER' dimension are not exceeded. 64 63 - - , 003. Concrete anchor table:6 'oz N Z U OAM 02 24112 63 WALE., N.T.S. 63 G 64 2 D.C. BY. JK DETAIL 2 DETAIL 2 DETAIL 1 DETAIL 1 CHx. n. LFS 3 Attach surface bolt Attach surface bolt Attach astragal/surface boll Attach astra9oVsurtace bolt oRA NO WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate of the threshold strike plates to frame strike plates to frame n 1. Maintain a minimum 5Ar edge distance. I' end "once, d I•o.c. spacing of (Inswing) as shown (Outswing) FL- 15036. 10 - 9) (Outswlrtg) as shown o wood screws to prevent the splitling of wood. SHEET 8 OF 10 0 SEE DETAIL 1, J TYP, HEAD 3 JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY FN TYP. SILL SEE DETAIL I I I I I I I I I ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE. SIZE. EMBEDMENT i0 MASONRY TO ADJACENT EDGE ' ANCHOR - 001IIILUN n E zAZu N[Nr 9p1a95.25 maaa, 18.88' 18.38" 20.63 18.5 14.38' -{ $ c c DDz m IO I IO 3a cc 13 TYP.$ o 13 TYP. TYP. 13cto I J m WV O 7OUIO 0 Is 4.S a CO 3.25 3.25 r r 0.75 1.91- 0.75 W W O SEE NOTE 1ao c o CLCL Q A STRAGAL DETAIL N ^ Z 1 NOTE. DATE 02124112 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND SCAM, N.T.S. THE BOTTOM. On g.: JK CHK.Im LFS oluwm No FL— 15036.10 W 9 OF 10 J -Z ^ rn z` da Y' g '_yOA zan N ri 9 0 x zo E Em Pvev$ oLn sea i mda a o o= o WW m a W W `O w m i 0 mo 00 a a 00 N N CA P W O 2.20 T - 2.12--{ T oo T as I— 2.36 --I I--l.63• - _ 19 20 HFAD L SIDE 16 OUTSWING SIDEIIiE EUMI fACE THRFSHOID LOW IROFIIE c ¢ lamb r y,S pace2.IS o _ i 2.36' 1.56" 1.68• I I .67 -I 11.68 --1 I S.IS N _ Z I DATE 02124112 6 N. T. S. L Lo 'ov vxc er: JK m L 0.53 i-- T —i i--.53" 1 c a. r. LFS ; j oUwNC N0: Q 39 HIGH W TER DAM THRFSHOID 1 C UP LJTE FRAME- 15 p G SIDEIlTE 26 ELASTIC UP LITE FRAME 3 SELF ADJUSTING SADDLE THREHOLD FL- 15036.10 a sCET 10 or 10 p slu of MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1/4• SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMC PVC D 1/4' X 2/4"PFH ELCO CONCRETE SCREW STEEL 24 1/4' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1/4" X I/4" RW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16' X 3-1/4"PFH R1V CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1/4" X 2-I/4"PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.19" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL 1 1/4' X 3.3/4"PFH R\V CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L N8 X 2-1/2' PFH WOOD SCREW 1.15 MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M R8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4" X 2-3/4" PFH R1V CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 0 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125 MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4"HINGE .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 S 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE I 1 3/8• X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELffE PANEL DETAILS SHEET FOR DETAILS 12 N 10 X I-3/4"PFH WOOD SCREW STEEL Sl SIDELITE TOP BOTTOM RAIL COMP. 13 q lO X 1-1 /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040' DIA. BRAD TRIM NAIL STEEL 60 1/2" SURFACE BOLT SPACER STEEL I5 INSWING SIDELITE SPACER PVC 61 fVES SURFACE BOLT k454 B.0' L. X .2S THK. STEEL STEEL 16 OUTS WING SIDELRE SPACER PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1 /4' L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 R6-18 X 1-3/4- PFH SCREW STEEL 64 q 10 X 2-1/2" PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD tS 3/16' X 2-1/4' PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/I6" X 3-3/4' PFH ITW CONCRETE SCREW STEEL 1/2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge ' Stats & Facts I Publications i FBC Staff ' BCIS Site Map I Links I Sear. d C Product Approval j USER: Public User i y Product Aooroval Menu > Product or Aoolicatlon Search > Apolication Ust > Application Detail FL # F1.15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQYADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1 /2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.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 510807D.Ddf 15332.2 SEES 420 ALUMINUM SGD SERIES 420RIALUMINUM SGD OX, XO, XX 96"x80" NON REINFORCED'- - - - - - - E Limits of Use_ _ - _ Installation Instructions' Approved for use in HVHZ: No FL15332 R4 II 08-00498E.Ddf' Approved for use outside HVHZ: Yes} Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party_ Yes) Design Pressure: N/A'_ Evaluation Reports lOther: REFER TO APPROVAL DOCUMENT FOR DESIGN -PRESSURE ,FL15332 R4 AE 510805D._ df pRATINGS] ' Created by Independent Third Party: Yes, REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332. 4; SERIES 420 ALUM_IN_UMS_GD_, REINFORCED' Limits of Use, --- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes, Impact Resistant: No, Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96') Installation Instructions FL15332 R4 II 08-02249C.Ddf Verified By: Luis Roberto Lomas 62514! \ Created by Independent Third Party:_Yes, Evaluation Reports'_ FL15332 R4 AE 512969C.Ddf: _ Created by Independent_Thlyd Party: Yes Installation Instructions FL15332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf 15332. 8 RIES_43.0/4_40ALUMINUM SGD} SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON_J REINFORCED/ Limits of Use Installation Instructions, https:// wowa.fl'raiuMiDd v[of4(DnaDd dtllD?oa>rmCaF3'4 C04tf?6 H82af 11/l cu3?m r`CO EY912fBrUB aB3 Rt6?Zuf?Zd ln3n3J 2Q 1 /512018 Approved for use in HVHZ: No FL15332 R4 lI 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.Odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED ( SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. 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Product Approval Accepts: M W W-9E o Credit Card Sale https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TD BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM.6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #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 18GA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 I NOTES 2 — 3 1 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS I REV I XsmpnGI I DATC I APPRo+L7 1 A I ADDED CHARTS 1 03/05/12 1 R.L. 8 REVISED PER NEW TESTOIC 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVSED INSTALLATION DETAILS 07/30/15 R.L. I E I REVISED INSTALLATION DETAILS 1 06/20/17 1 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET L1111rII,,AAi R' CO fAiiGRATZ. PA 17030 1 J GEN'q 61 t = AAi rO'F SERIES 420 SGD 96` X 80` NON —REINFORCED a NOTES f1 i 0'o R(ORlO;• Diwx; orc no. rtEv 08—OOL1498 E ASS/DIVA i`G\ Luis R. Lomas P.E. FL NO.: 62514 wu NTS wre 02/23/09 1 OF 10 L R08ERTO LO AS PE. 14t WNOODFORD RD LEMti VILLE. MC 27=3 s4a88.OW9 .mmasfi6/ ampP. fp 6 MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 17• MAX D.C. 6- MAX 17- MAX D.C. io- T- O X a tAX ACE ICHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s40.OPSF NONE SEE CHARTS a1 AND #2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 4a 1/t-x 79' Z MAXIMUM D.L.O.: 44 &r 4 74 SB• 6- MAX HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART t99-04.145) LOCATED 38 314. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 1199-17.195) AT EACH END OF PANEL BOTTOM RAILS EWSIOrs 0004" N 0AN APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTIuG 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART F1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psn Frarm Shp FSnel and Total Framd Width (in) Height 30.0 36.0 120 48.0 Ctn) 60.00 7200 84.00 1 9G00 Pas T Nap PasI Nag Pas Nap I Pas 1 Nap a0.0 a0.0 55.1 40.0 1 40.2 1 40 0 43.4 1 40.0 40.0 CHART 4'2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pA Frame SiVie Panel and Total Frame Width (in) Hagnt in) 30.0 36 0 420 4A0 60.00 7200 84.00 96.00 Pas Nag Pos Hog Pos Nap Pas Nog 80.0 55.1 55.1 4B.2 40.2 43.4 43.4 40.0 40.0 CHART03 Number or anchor locations required Frame ShVIO Panel and Total Frarre Width (n) btu 30.0 36.0 420 40.0 In) 60.0 72.0 84.0 96.0 H4S Jamb I H4S I Jamb HE Jamb Hd5 JomD 80.0 4 5 5 5 6 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION owe No. F.A. 1 08-00498 I E ' 15"" NTS I DATE 02/23/09 1s2 OF 10 L ROWATO LOMAS P.E. 1432 WOODFORD RD LEWrSVILLE. INC 2: 4746ae-0609 '11-i ,+rrbnuSPco m SIGNED: 0612012017 1k I rL o GyE j NS'9,p TAT SEOF Luis 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 REQUIRED 17' 6• MAX MAX 6' MAX II 17' MAX O.C. 80' T — MAX FRAME HEIGHT L 6' MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIG14 PRESSURE RA77NG I IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS 01 AND #2 SHEET 2 FOR OTHER UNITS RATLNGS 6' MAX O X a NOTES: 7. MAXIMUM PANEL SL7E: 48 1/2' x 7r MAXIMUM D.L.O.: 44 W x 74 Sid• HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 35314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 999-17.195) AT EACH END OF PANEL BOTTOM RAILS 11<MsIONS DESC.910x DATE' APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART.. Numbtl o/ •nNel Ion 0onf rapulrad FMmo K'0 Paw ono Tow Ua Wmh (in) 9m 01) 20.0 1 3S0 420 Q 0 6&0 HLi Jamb TLO N.0 ILS Jam. 0(.0 HtS JITD t0.0 A 5 S 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWM cwc r c. F.A. 08-00498 sx NTS I D` 02/23/09 5"T3 OF 10 L ROBERTO LOMAS P.E. 1421M1OODFORD RD LEIA1SWULF. NC 2, 43"aa06.0609 rto,n>oloma,ya.mm SIGNED: 0612012017 J\5 )itIIIIL/Odf STATE OF O. F ORlO• s,1ONALIE G`\ Luis R. Lomas Pl. FL No.: 62514 1/2• MIN, EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM 010 WOOD SPACE SCREW EXTERIOR II II 11 II INTERIOR I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 1 3/8• MIN. EMBEDMENT 1 1/2• MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT MIN. STANCE RLV190N5 OESCR MON DATE A"ACYED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. ' 1/4 MAX. FSHIM SPACE 7r 11 INTERIOR I,-- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS ca ' : F.A 08-00498 stxt NTS DAB 02/23/09 —4 OF 10 L ROHERTO LOADS P.E. 14M w000FORD RD LEWIS VILLE NC Von SIGNED: 0612012017 J\ 5 ILFtV I to GENS11F- D t= STTAAATT5E OF n 0RIOr \'Z is/ONAl1\`` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE J10 SMS OR SELF DRILLING SCREW EXTERIOR II I 11 II INTERIOR 1LL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT70N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARrTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mll EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS rxvMoNS OCSCROMI0N GTE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTAUAnON DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80- NON -REINFORCED FRAME INSTALLATION DETAILS OPAW L OwG N0. F.A. 08-00498 SCALE NTS GTE 02/23/09 —5 OF 10 L ROBERTO LCMAAS P.E. lit? WOODFOWD RD LEWISrnLE. AC 27= 43/-680.0049 lA s0rA - — SIGNED: 0612012017 do,.6F6I t = 9 TTAATE OF 4FS' OR10 G` Is/ONAII] it I11t:' Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1 1/2• MIN 1• MIN. XEV DESCFJP1ON DAM APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTINC 10/29/13 R.L. L::A7 j;;m C ADDED FIANCE AND FlN INSTALUTlONS 12/06/1} R.L1 BED MINENT 0 REVISED INSTALLATION DETAILS 07/30/15 R.E. EMBEDMENTCONCRETE/°• • + _ EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1 4 MAX. BY OTHERS SHIM SPACE OPTIONAL H. 1/4• MAX. 1 tx BUCK r SHIM SPACETOBEt • ; . PROPERLY MIN. 8 INTERIORSECUREDEDGE s SEE NOTE 3 DISTANCE SHEET 1 d 3/16' TAPCON I I 1 3• •a. MIN EXTERIOR INTERIOR SEPARATION him SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16• TAPCON 3/16• TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ SEE NOTE 3 SHEET 1 OPTIONAL 1 x BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCR676WSONRY INSTALLA TION BY OTHERS SECURED y 1 1/4• MIN. NOTES: EMBEDMENT 1.INTERIOR AND EXTERIORFINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2712 SIGNED: 0612012077 2 7/8• MIN 1' MIN. MI WINDOWS AND DOORS LLCSEPARATIONEDGEDISTANCE \\\ Ilk. L O JJi650WESTMARKETSTREET \N \S VERTICAL CROSS SECTION GRAT2, PA 17030 •.\GEIts- CONCRET&WSONRYINSTALLATION SERIES 420 SGD *• l 1 0 5 t= X 80' NON —REINFORCED FRAME IrFRAMEINSTALLATIONDETAILS j1 • 7AT Of DaA>n me .o. Rp i40FiP :c(0 RIOT: •G\' sF..Ai. 08-00498 E i j ONA ` L?\\`\ 1 NTS oAn 02/23/09 6 OF 10 L ROBERTO LOAW P.E. Luis R. Lomas P.E. sz1+wDOOFORD RD LEwISV2LE. Ac 27= FL No.: 62514a9+•ete-060 fflw aSG*Vv *p. c WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 00 FRAMING OR 2X BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAIAING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. yJl EMBEDMENT 1 /4 " MAX. SHIM SPACE 10 WOOD SCREW 1 3/8' MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE 10 WOOD J INTERIOR SCREWS ILL TO BE SET IN L BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE REYMONS oauavnon DATE A PRM ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FIANCE AND FL4 INSTALLATIONS 12/06/13 RL REVISED INSTALLATION OETNLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 1 06/20/17 jPL 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00498 scua NITS 0"TE 02/23/09 1 s"EET7 OF 10 L ROBERTO LQ1K5 P.E. I-M wOOOFORD RO LEWISVKLE NC 27= s+ssaoeo mcrraaprrom,»y. mr„ SIGNED: 0612012017 t1111f//1/ o4f E N.S. TTAAf OF •,Q-,r` ONA iTE? G\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTAI E2112 IN 1/2' MIN. EDGE DISTANC IN 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS L iv rae FEVWNS M I DESCIPMN DATE I APPItO<D A ADDED CHARTS 03/05/12 R.L. D REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 1 08-00498 scar NTS D"'E 02/23/09 —8 OF 10 L ROBERTO LOMAS P.E. 14= WOODFORD RD LEW:SvILLE. NC v= Uady-0gOg iDorn+sQabrtutp com SIGNED: 0612012017 0kl I I I I III// 0 D 5 * ` STATE OF q= OR10; G? ONA 11E0 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 EOCE DISTANCE 4 1 1 /4' MIN. EMBEDMENT L 1/4• MAX. SHIM SPACE EXTERIOR 4 . 2 7/e- MIN SEPARATION VERTICAL CROSS SECTION CONCRETEU&SONRY INSTALLATION 3/16- TAPCON INTERIOR REVISIONS RED' D[SCOvnON MlE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L 1 EMBEDMENT MIN. EMBE E I REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4- MAX. SHIM SPACE MIN, • • INTERIOR EDGE DISTANCE . I El;I I' 3- MIN ' SEPARATION 3/16- TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYWSTALLATION TO BE PROPERLY . SECURED SEE NOTE 3 SHEET I NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. I t 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a. 1 1/4• MIN. DESIGNED IN ACCORDANCE WITH ASTM E21 12 EMBEDMENT SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST 111111III7j, 0 9 1- MIN. GRA Z, MPAKET17030REET J\S CENr ` ya EDGE DISTANCE SERIES 420 SGD D BT t 96- X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS OE OF DRAwN: 01K fro. u 1tN i x • &[ 0 RIOT • ' 08-00498 E salt DaENTS 02/23/09 9 OF 10 L. ROBERTO LOA"S P.E. 143Z iVOODFORO RD LEW1SWLLE. AL 270'J Lyle R. Lomas P.E. FL No.: 62514A.W488•0607 rlb+IytQYlomvprpn WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4' MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 98 D SCREW 7/16' MIN EDGE DISTANCE EXTERIOR I 1/4• MAX SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR2XSLICK INSTALUATION METAL STRUCTURE BY OTHERS TRIM 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/ 4' MAX. HOOK STRIP REVSCNS 06CA71gN are AP RO ED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/50/15 R.L. REVISED WSTA LATION DETAILS 06/20/17 1 R.L 1 5/8' MIN EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS 1/ 2' MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE - #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS'4.9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM - INTERIOR HOOK STRIP PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I 110 w000 SCREW SCRPANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCK WOOD FRAMING 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE a PROPERLY SECURED 3/ 16• TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY' CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DKWN: O1MC ND. F. A. 08-00498 sauE NTS I DATE 02/23/09 w-ET10 OF 10 L ROBERTO LOADS P.E. IJ32 WOOOFORD RD LEWISVUE, NC 270X 434 88-CC09 'Awwokk q p..,= SIGNED: 0612WO 17 J 911P.fIIto7j///' OENSFgs VAT_ 1 OF Luis R. Lomo3 P.E. 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. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS DaCF4Pn0N DATE AN IRovCD ADDED FLANGE AND FIN DiSTALATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET VV1L111I)/////, 5 R- LO ai,, GRATZ. PA 17030 VCENSw? a„61 xSERIES420SGDREINFORCEDWITHOUTADAPTER*• 96" X 96" NOTES p TAY OF a_ ii Fs, . [ORLOt; •G``` DAAW- Dwc No. REV V.L 08 9 C Ais,ONAitS?V\`` scut °ATENTS 10/30/13 —T 1 OF 10 LUIS R. Lomas P.E. L ROBERTO LOA4ASP.E. 1437 WOODFORD RO LEWISVILLE. AIC 272"9 34-W4609 roo utSQrwma4wC „ FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX r 17- MAX I I O.C. 6' MAX 6' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT 6- L / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING ONPACT RATING t35.OPSF NONE SEE CHARTS rI AND R2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE* 48 N2' x 95' 2. MAXIMUM O.L.O.: 44 S8' x 90 S8' CHART sl WHERE WATER INFIL7RATX)N RESISTANCE IS REQUIRED. Dosign pressure chart (ps@ Frolre 5fgb PanW an0 Total Ffam Wd01(In) 1 30.0 1 35.0 42.0 4l0 h) 50.00 7200 9Q00 Paz Nov Paz Nap POEas Nog 14,0 40.0 5&4 40.0 50.9 0 20 S&O 40.0 55.2 40.0 48.0 4 40.6 39.4 f2.0 40.0 524 40.0 45A t 37140.0 49.3 40.0 43.t.0 35.0 CHART lr2 WHERE WATER INF&TRAT)ON RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Des/gn pressure chart (pA Frame Sirpb PXW 3W Total Frame V614M (irl) WqM 30.0 310 42.0 46.0 h) 60.00 7200 DO K00 Pos I Nap Pas Nov PC z Nag 84.0 58.4 564 50.9 50.9 45.7 45.7 0 552 552 4a.0 48.0 43.0 43.0 TQZO52-4 52.a 45.4 45.4 40,8 406 43.1 43.1 38.4 384 CHART.-7 NumW oronChof I6Cadbnfraeulrod F,wm Ob PAW am Total Fame VAM (in) Nova 3Q0 3&0 420 48.0 in) 60.0 7ZO 84.0 96.0 H&S Jamb H&S Jamb HAS Jamb H&S Jamb UO 4 6 5 8 6 6 8 6 S&O 4 6 5 6 6 6 6 6 g2.0 4 8 5 6 8 6 8 6 9Q0 4 6 5 6 6 8 6 6 RE"Sals DESCRPIIOR OAT( APPROVED ADDED FLANGE AND FIN INSTAUATION 12/10/13 R.L REVISED INSTMLATION DETAILS 08/03/15 RL - REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION SIGNED: 0612112017 R 11LI0 cgoaP p : .17 5EOF ,Z HARDWARE SCHEDULE V.L. 08-02249 C NAFLATMOUNTEDHANDS(99-04•I45)AT38314.ONCENTERFROMPANELBOTTOM K' NTS -E 10/30/13 `-LT OF 10 // OAIE LEET111111%%0 METALLIC TANDEM ROLLERS(99.17-195) AT EACH ENO OF PANEL 80TTOM RAILS L ROeERTO LOMAS P.E. Luis R. Lomas P.E. JMINUM8083-T6 REINFORCEMENT (688) AT ALL PANEL INTERLOCKS l432 WOODFORD RD LEMSVILLE. MC 27027 A- P-WO.0609 momzKftwn"p4Cm„ FL No.: 62514 A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 6: JAMBS SEE CHART S4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX6' AUX I O.C. —{ 6' MAX 6' MAX 17' MAX O.C. 6- 1— AX kME CHT 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR wEw SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NaWE SEE CHARTS 91 AND 82 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-D4.145) AT 35 3A- ON CENTER FROM PANEL BOTTOM 1) MTALLIC TANDEM ROLLERS (99-17-19S) AT EACH END OF PANEL BOTTOM RAILS ALUMNUM 6063-TS REINFORCEMENT III") AT ALL PANEL INTERLOCKS RLV I aTSCRLprlo" we APPIIIT'CD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B 1 REVISED INSTALLATION DETAILS 06/03/15 R L. C I REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 43 yr x 95' 2. MAXIMUM D.C.O.: 44 S/E• x 90 S/r CHART I4 Numbor oranChor foea Uonsra0ulrod Frans sftw Panol ono Total Lkwl Wldt11 (in) HO9N 30.0 36.0 410 1 48.0 in) 60.0 no 6a,0 1 96.0 HLS I Jamb I Has JamO H6S Jamb H&S Jamb 4.0 4 6 5 6 6 6 6 6 Dd.O 4 6 5 6 6 6 6 6' 920 4 6 5 8 6 6 6 6 96-0 4 6 5 6 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 oRAM; DAG NO. V.L 1 08-02249 scA<t NTS °"TE 10/30/13 —3 OF 10 L ROOERTO LOU&S P E. IJM 1000DFORD RD LEWISVILLE. NC 2702J• 0lta4-0609 'vwu20w flu p .o— SIGNED: 0612112017 ToATE OF , Z OH s 0ROt NALE Luls R. Lomas P.E. FL No.: 62514 1/2' MIN, EDGE DISTANCE WOOD FRAMING 1 3/13" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 910WOODD SPACE 5 I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT 11N, cwc uWANCE REVISI . REV DESCFWTC 7 DATE MPROKI) A ADDED FIANCE AND TIN INSTALLATION 12/10/13 R.L. B REVISED WSTAU.ATION DETAILS OE/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE T- I INTERIOR 1/2" MIN. EDGE DISTANCE _ n fl0 WOOD SCREW EXTEI WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X SUCK INSTALLA TOM SIGNED: 0621 /2017 MI WINDOWS AND DOORS LLC 1111111II/II 650 WEST MARKET STREET S ft. to GRATZ. PA 17030 v .'CEIV ic• 0,61257 x- 1SERIESA20SGDREINFORCEDWITHOUTADAPTER 96" X 96" F FRAME INSTALLATION DETAILS 7ATE F :` o• A• i t`S • OR101 oRArN: oc r o. R V.L. OB _ C GN ONA11E` scua NTS aT> T49t0/30/13 OF 10 Luis R. Lomcs P.E. L ROBERTO LOw4.S P.E. 14W WOOOFORD RD LEW75vILLE NC 270'J tuassaos bumsd Nlu,,y,,00 FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE r 1/4' MAX. 0 r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: L INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 RrAsxm DTSCR1PnOw a 1: •PPROV[D ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS O8/03/15 R,L REVISED INSTALLATION DETAILS 06/21/17 1 R.L 1/4' MAX. F SHIM SPACE— INTERIOR 1/2' MIN. EDGE DISTANCE I e10 SMS OR Fill SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1111111rIrrl 650 WEST MARKET STREET 1Z'. LoIj i GRATZ. PA 17030 GENS 9B; SERIES 420 SGD REINFORCED WITHOUT ADAPTER o„b 51 * 9X 9 e4 FRAME INSTALLATION LLATIOON DETAILS a o • STATEEE OFIlu` lDRAr. E DYC No. RLv i0'P• FCORIO*•• V• L- 08-02249 C iss/OVAL G\\ IIIl111110\\ w-A" NTS WE 10/30/13 LT5 OF 10 L ROBERTO La.WIS P E. 14M WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. 434a3eac49 toan rtimawvCo FL No.: 6251 A 1 1/2" MIN 1' MIN. SEPARATION EDGE DISTANCE r a 4 1 1/4" MIN. CONCRETE/ EMBEDMENT a' MASONRY i BY OTHERS 1/4" MAX. OPTIONAL SHIM SPACE 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT T 1/4' MIN. n! EMBEDMENT a 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION I)CWtIP11DII DATE APPI1 m ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN, EMBEDMENT 1/4" MAX 1" • v rSHIM SPACEMIN. I INTERIOR EDGE DISTANCE ME 3" MIN SEPARATION 3/16' TAPCON EXTERIOR ` CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2712 SIGNED: OS,21/2017 MI WINDOWS AND DOORS LLC 1111I11I,, 650 WEST MARKET STREET S E:'.: 0 GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9T 9O f *• 0,.6261 yr oy( li:r FRAMEINSTALLATIONDETAILSL7o`r. STAT OF Lt, one w. nLv Q;' DRAx 0i!C` JCY V• L 08—D2249 F[ OR10':•\ki 0pMAlsc". cNTS "" 10/30/13 —6 OF 10 E1 L ROLLERTO LO.w4S P.E. I• L7."w000FORDADLEWISv2LBNCT.aD LUIS R. Lomas P.E. U44M 0o 9 rConus®trbmaap, cam FL NO.: 62514 1/2" MIN, EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OI EMBEDMENT R2XBUCK9Y OTHERS 1/ 4" MAX, SHIM SPACE 910 WOOD SCREWS EXTERIOR WJ U INTERIOR rO BE SET IN OF DVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT wvc uwilw,G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES.- L. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8- MIN. EMBEDMENT T- 1/ 2- MIN. EDGE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RMSION$ RE DESCRF ON DATE APPRDYM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OL/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/ 4" MAX, SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 71111rrrrl 5 R'. L041 /,' GRATZ. PA 17030 GENS fJ, SERIES 420 SGD REINFORCED WITHOUT ADAPTER o S 96" X 96" FLANGE INSTALLATION DETAILS o , TAT OF a DRAwM ovG No. O . 008- 02249 RN C F51 . OR10rG` scxc NTS wE yw 10/30/13 7 OF 10 L. ROBER To LOMAS P.E. I'= WOODFORD RD LEVdSVILLE. AC 270M Luis R. Lomas P.E. 34- 05-0c09 rtrrn,s®rla,Imp, com FL No.: 62S14 1/2' MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE Y d10 SMS OR SELF DRILLING SCREW ERIOR L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS 1/2' IN. EDGE ONCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2' MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 00CROMON DATE APPROVm A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS O8/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.I. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, S R', LO'i iPA17030GENS9J,i SERIES 420 SGD REINFORCED WITHOUT ADAPTER F. ic• ,(0 51 FLANGE INSTALLATION DETAILS 1'""Sl E ^F+¢ TAT O 0. PtLv V.L. scut 0"TE 08-02249 C s V SIo1IlAl11`\` NTS 10/30/13 —8 OF 10 L ROBERTO LOMAB V P.E. 1JVMOOFORD AD LEWISYLLLE. NC774,ILuis R. Lomas P.E. j+• esIy609 us®M„pp .mn FL No.: 62514 1 1'/2" MIN. 1" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. CONCRETE/ EMBEDMENT 4- MASONRY I BY OTHERS 1/4" MAX. I SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16" TAPCON EXTERIOR L_(J U INTERIOR SILL TO IN A BED OF ET 3/16" TAPCON — I I I dl Iltl APPROVEDESSrEALANT MASONRY/ CONCRETE BY OTHERS 1 1/4' MIN. a. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY WSTALLATION REVV90NS RN OLXpwTgN DATE APPROVED A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L_ 1 1/4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 1 MIN. I I INTERIOR EDGE DISTANCE v ' 3` MIN, SEPARATION i v rc v 3/16' TAPCON EXTERIOR — CONCRETE/MASONRY 8Y OTHERS JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FlN1SHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWSLLC R!ICIp650WETMARANDKESTE GRATZ. PA 17030 J\5 GENS9,, SERIES 420 SGD REINFORCED WITHOUT ADAPTER o St x 96` X FLANGE INSTALLATION DETAILSTIO 7AT OF a, cAAwlc V.L08-02249 D.c No. RL C z FS;:c10R10; NIONAi1E`\`` WALE NTS oATE 10/30/13 9 OF 10 L ROBERTO LOMAS PE. I472 WOMADRID RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. u.• n-0609 mwnrsv.orup.cw FL No.: 62514 WOOD FRAMING —{ 1/4 MAX BY OTHERS 1 r SHIM SPACE INTERIOR 1 1/4' MIN. EMBEDMENT v E 771APPROVED BEH NINiD [r7![3 y8 WOOD SCREW 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION APPROVED SEALANT 1/2' MIN. BEHIND FIN 1 1/4" MIN. EDGE Q8 WOOD EMBEDMENT DISTANCE SCREW WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4 MAX. SHIM SPACE 1 3/8- MIN. 7/16' MIN EMBEDMENT EDGE DISTANCE—- RLr6iOrb RCV Di3CWPWN DATE APPRO W A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 6 REVISED INSTALIATON DETAILS 08/03/15 R.L. C REVISED INSTALLATION DEVILS 06/21/17 R.L. 1 5/8- MIN. EDGE DIST. TRIM INTERIOR 1 1/4' MIN, EMBEDMENT MASONRY/CONCRETE BY orHE: 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION A1ASOxAr,CONCAETE METAL STRUCTURE BY OTHERS 1/2 MIN. EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP S#10CR SELF DRILLINGISCREW 810 WOOD PANELSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR INTERIOR METAL srRucruREHOOKSTRIPINSTALLATION SIGNED: 06121120172XSUCJ44V000FRAMING MI WINDOWS AND DOORS LLC Jll11IIII,j 650 REET GRATZ, PA 17MARKET 030 C E N 'sVERTICALCROSSSECTION WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER FORSILLwST,LLUT101vSEESHEET54.9. 96' X 96' NAILFIN & HOOK IMSTALLATION DETAILS p• NOTES: TATE OF i0•• A DRA": VL C NO. RN 1. INTERIORANDEXTERIORFINISHES, BY OTHERS, i ( OR1a:' \ eli pNOTSHOWNFORCLARITY. 2PERIMETER AND 08-022a9 C y dG\\\ MY/iIONA>}tE\\ NTS 10/30/13 L10 OF 10 JOLNTSEALANT BYOTHERS ToBEDESIGNEDINACCORDANCEWITHASTM E21/2 LR08FR10LONAS RE W WOODFORO RD LEMSvaLE. NC 270PJ' LUI3 R. LOTOS P.E. male-OW9 mom,spHom sa,. a , FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS Of THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1x BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cdn1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 I ELEVATION 3 — 9 INSTALLATION DETAILS DESCFCPTIOM DATE I PpRmw A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/2Z/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET V 111111I1/r,, 5 R• L04fi, GRATZ, PA 17030 J VG,ENSFgs 1 I 0,6Q6 *= SERIES430SGD143' x 80" NON REINFORCED NOTES y • $TAT OF i° FS,LlOR10r G t': DXAVftDWcNo. REV F. A. 08-00502 E T111111111L Luis R. Lomas P.E. fL NO.: 6514 xut NTS JDATC 02/23/09 1 ant OF 9 L. AOEERrOLOMASP.E. 14= w000FOR0 RO LEWISVILLE. NC T/0:13 4IJ4650609 dbmas D b+usa..c 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEc" CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX -{ 17 MAX -{ 6- MAX D.C. 6' MAX L 17' MAX 80, O.C. MAX RAME - EIGHT 6' MAX I X X SERIES 430 X1X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 340.0PSF NONE SEE CHARTS a1 AND 02 FOR OTHER UNITS RATINGS NOTES: 7, MAXIMUM PANEL SIZE: 48 12' x 79• MAXIMUM D. L.O.: 44 314• x 74 Z8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-196) AT EACH END OF PANEL BOTTOI. 11LNSWNS DCSCROT04 CATE N R0VCD ADDED CHAM 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 i R.L. CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Haight id) Single Panel and Total Frame WdLh (in) 30.0 36.0 42 47.7 90.00 108.00 126.00 143.00 Pas I Nog PO Nog Pos Nog Pos Neg 80.0 40.0 54.9 40.0 48.0 40.D 432 1 40.0 1 40.0 CHARTx2 WHERE WATER INFILTRATI0N RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psi) Framm Height SNIO Panel and Total Frame Width (in) 30.0 36.0 420 47.7 in) 90.00 708.00 126.00 143.00 Pos Nog Pos Nog Pas Nog Pos Nog 80.0 54.9 54.9 48.0 48.0 43.2 432 40.0 40.0 CHART #3 Number of anchor locationsroqulred Frarre Hoot in) Single Panel and Total Frame WdLh (in) 30.0 X0 1 42.0 47.7 90.0 10A0 12G0 143.0 H&S Jamb Has Jamb H6S Jamb Hd5 Jamb 80.0 6 5 7 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 SCALE NTS I "TE 02/23/09 -2 OF 9 L ROBERTO LOWAS P.E. 14=WDDDFORD RD LEWISVILLE NC 27OX SIGNED: 0612212017 CIO a iTArT((rrE OF O'. i F' D RID': • : Luis R. Lomas P.E. FL No.: 62514 1 2- MIN, EDGE DISTANCE REMgNS txstnlvlloN wtt Av AovLD ADDED CHARTS 03/OB/12 R.L. REVISEDR PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' c IN' ADDED FLANGE INSTALLA71ONS 12/06/13 R.L OR 2X BUCK EMBE M.NT REVISED INSTALLATION DETAILS 08/05/15 R L. BY OTHERS 1/4- MAX. E REVISED INSTALLATION DETAILS 06/22/17 ILL SHIM 10 WOOD SCREW SPACE 1 3/8• MIN. 1/4' MAX EMBEDMENT SHIM SPACE7r1 tMIN. INTERIOR EDGEE DISTANCE EXTERIOR INTERIOR C SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS cwc vuinrv c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 l l EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORAV/ C DNC NO. F. A. 08-00502 scuE NTS I °ATE 02/23/09 s+¢ET3 OF 9 L ROBERTO LOELASP.E. 1472 WOODFORD AD LEWISVILLE, NC 27029 ON- WS-0609 non.r SIGNED: 0612212017 o,. GENSF9s o a * or TATFs a OR10: ONA 11E 1 Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. 1x' REVISIONS DESCRv11ON MTE APPROVED METAL EDGE DISTANCE 1 A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4' MAX B REVISED PER NEW TESTING 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. 0 REVISED INSULLATION DETAILS 08/05/15 R.L 1/4' MAX.E REVISED INSTALLATION DE7NLS 06/22/17 R.L. SHIM SPACE I 1/2 MIN. SMS OR EDGE DISTANCE INTERIOR nSELFSELFDRIWNCISCREW 10 SMS OR SELF DRILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1(2" MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAL ANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 INTERIOR L TO BE SET IN BED OF APPROVED UJUIT 10 SMS OR SELF DRIWNC SCREWS METAL STRUCTURE BY OTHERS J EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRA : OxG N0. F.A. 08-00502 7-'LE NITS JDATE 02/23/09 —4 OF 9 L R06ERTO LO AS P.E. 1472 WOODFORD RD LE WIS VILLE. NC 27027 SIGNED: 06/22/2017 IL/offGENS;9 P jo„ 6Z51 0; S7A T+ F S,ONA 11Ea\\\` Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. DESCRYfIOY DATE A PIIoKD SEPARATIQN EDGE DISTANCE A ADDED CHARTS 03/06/12 R L y B REUSED PER NEW TESTWC 10/15/13 R.L. 4 GE INSTAUATIONS11/4" MIN. C ADDED FLAN12/06/13 R.L.°• ° 1 1/4" MIN' EMBEDMENT D REVISED INSTALLATION OEWLS OB OS 15 R.L. EMBEDMENT .........111 F 1/ 4" MAX. / /CONCRETE/ °' I SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.LNA$ONRYIBYOTHERSI 1. OPTIONAL MIN. 1X BUCK EDGE TO BE DISTANCE . INTERIOR a PROPERLY1 4" MAX. I SECURED ' SEE NOTE 3 SHIM SPACE SHEET 1 3" 3/ 16' TAPCON MIN. SEPARATION .. EXTERIOR INTERIOR 3/ 16' TAPCON Z SILL TO BE SET IN a EXTERIOR it A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 7 3/16' TAPCON CONCRETE/MASONRY OPTIONAL IX BUCK CONCRETFiMASONRYINSTALLATioN y BY OTHERS TO BE PROPERLY I SECURED SEE NOTE 3 SHEET 1 MASONRY/ 1 1 CONCRETE 1 BYOTHERSS ' 1 1/4" MIN. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. EMBEDMENTNOTSHOwNFORCLARITY. e' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06122/2017 z 7/8" MIN. 1" MIN. MI WINDOWS AND DOORS LLC 111111IIII SEPARATIONEDGEDISTANCE650 WEST MARKET STREET \5 R' L p i i VERTICAL CROSS SECTION GRATZ. Pq 17030 ` •GENS%11 CONCRETSM4SONRYINSTALLATION SERIES 430 SGD0.251 ,r 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS pO, TATE OF j 6wmt ftC No. r¢v x" A-COR10Q • ' sc` t NTS °"E 02/23/09 08- 52 OF 9 E '// s/O1....... a NAl- I+ 3Sw000FORDRDLEr4Svn°F n,c17= Luis R. Lomas P.E. 4344"- 0609 IUorrusQDa>arnncP FL No.: 62514 1 /2• MIN. EDGE DISTANCE 1 3/8• MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1 X. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 It II. 11 INTERIOR QWL vla. c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PEAIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SET IN APPROVED MIN. TENT 1 3/8• MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE elO WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. F SHIM SPACE RLy DESCRIPTION MIL APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. ' D REVISED INSTALLATION DETAILS OE/OS/IS R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OR— ovc No. F.A. 08-00502 sr NTS I DATE 02/23/09 — 6 OF 9 L. ROBERTO LOMAS P.E. 1422 WOODFORD RD LEWISVILLE• NC 27= 34-M009 AW74SfWJQ. apu can SIGNED: 0612212017 0 9s b1251• x T(,ACTfrE 0 F ; OR VD s/IONAitE?G Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL _ EDGE DISTANCE STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN ED OF APPROVED LLANT 10 SMS SELF DRILI SC METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS F/ 4' MAX. SHIM SPACE RC/ DEWRIP11014 DATE APPROVED A ADDED CHARTS 03/06/12 R.U. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS F.A. 1 08-00502 crux NTS I 'Ar 02/23/09 717 OF 9 L. ROS$RT0 L0MAS P E 14V WOODFO RD RD LE WISVD.LE. RC 27023 4N-633.OW9 iSwrlaQDYlann7i.cnm SIGNED: 0612212077 5 tRt 11` o v •\C E NS qJ' yy F• TAT E OF ONA `tE?\\\\ Luls R. Lomos P.E, FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONA 1 X BUCI TO BI PROPERL' SECUREI SEE NOTE . SHEET 1 1/2' MIN. cro.o.nnu EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS i' MIN. EDGE DISTANCE 1 1/4' MIN. 1 1/4' MIN. EMBEDMENT EMBEDMENT MIN. EDGE DISTANCE SPACESHIM 3 3/16' TAPCON MIN. SEPARATION I INTERIOR ZLrANAIIUN VERTICAL CROSS SECTION CONCRETSUASONRY INSTALLATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4' MIN. EMBEDMENT 1- MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I R RN DESCRFrION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/OD/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETEaAASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET ttltuurrr/ GRATZ, PA 17030 GEN9F 9.1' 0 6 1SERIES430SGD 80" INS NON REINFORCED FLANGEFLANGE INSTALLATION DETAILS x1 TAT OF = nF •'CC 0 RX'D • DRAML vxc ro. It[b 08-00502 E iis5/ONA` 1ESrtL02/23/09 —8 OF 9 L ROBERTO LOMAS P.F. fan WDOOFORD RD LEWISVILLE NC 270nr Luis R. Lomas P.E. a7aEdE 0009 r*m&svu+bmupv wn FL NO.: 62514 1 5/8• MIN. EDGE DIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1/4' MIN, EMBEDMENT 1X BUCK BY OTHERS, 1X SUCK TO BE 1 PROPERLY SECURED IIIII 3/16' EXTERIOR -"— PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY/CONCRETE Rcv asuavinu a,1t AM1101[D A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAaS 00/05/15 R.L E REVISED INSTAL1AnoN DEtALs 06/22/17 R.L METAL STRUCTURE 1/2 MIN. BY OTHERS EDCE DISTANCE TRIM F7 INTERIOR HOOK STRIP SELF DRILLINGSCRSCREW EXTERIOR PANEL 1/2- MIN. INTERLOCK r—1 EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8• MIN. EMBEDMENT HOOK STRIP gto wood SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOO FRAMING NOTES: T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17D30 SERIES 430 SGD 143" x 80' NON REINFORCED HOOK INSTALLATION DETAILS 6PAWW Or'L N0. F.A. 08-00502 scut: NTS — 02/23/09 1-9 OF 9 L R06FRT0 LOMAS P.E. 1432 wOOOFORD RO LE WIS VLLLE NC 27M 4.U-680-060 db us0*oma*w=I SIGNED: 0612212017 N J\5 P. . L/D 7fir• v G NSF .J 0i; STATE OF H•A• i t<`S. • LOR10t;-':A IONA ItEN\':' IIIIIILuiaR. Lomos P.E. 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 -0 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CC-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E130o-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTu C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-75 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETNS xcvlsoxs DESIJOPix1N WE q.IOyEp ADOEO CHARTS 03/06/12 R.L REmSEO PER NEw TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINAND LLC 650OWESSMARKETOORSSTTREETS111FL L 0 / /,/ CRATZ. PA 17030.`\G E iv o, 6Z51 SERIES430/"0 XIX SGD 143' x 96' REINFORCED 4TAT NOTESp+* FE OP O ii/"r.SF1pR10: G olaxowcro. REv F. A. 08-00503 E iiSiONA IE Luls R. Lomas P.E. sruc NTS OAM 02/23/09 T t OF 9 LRMEArOLOMASP.£. 143211000FORO RO LEWISV4LE. RC 270.'J 47+ilaocos vc.2s@mm., p. m FL No.: 6251A 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX D.C. 6- MAX 6- MAX L 17" MAX O.C. 96- MAX FRAME HEIGHT 1 6' MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS s I AND u2 FOR OTHER UMTS A477NGS NOTES: 1. MAXIMUM PANEL SIZE.,48IR-x95- 2. MAXIMUM D.L0.:44341-x90W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RALS JMJNUM 6063-TS RE W FORCENENT IS") AT ALL PANEL INTERLOCKS J14NUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF CPERABLE PANEL INTERLOCK RLVWNS OLSCRVOOu A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART 01 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET f Design pross/re chart (.as* Fru1 Sk*hD FWW aM TWI Fmmo Wxan(n) H4M 30.0 36.0 1 420 47.7 h) 90.00 10L00 12a00 14300 POs Np Pos Np Pos I Np Pos Nsp 0 400 600 40.0 s7.9 40.0 520 40.0 48.0 Sao 40 0 80.0 40 0 54,6 40.0 48 9 400 45.0 920 40A 59.8 40.0 51.7 1 40.0 1 46.1 40.0 42.3 Sao 40.0 1 56.6 1 40.0 1 49.0 1 40.0 1 43.7 40.6 40.0 CHART12 WHERE WATER INFt1TRA77ON RESISTANCE IS NOT REQUIRED SEE NOTE 9 S)4FFT t DtrsJgn Promfe chart (Pso Fnmo x1QC Pang ana Total Fr0110 VAQLY (A) Ho" 30.0 3a0 1 O 1 47.7 in) 9a00 10a00 12a00 143A0 Pos Np Pos Np Poi Nsp Pos I Np 84.0 60.0 60 0 57.9 57.0 1 520 52.0 48.0 48.0 0 60A B0.0 5/.6 S1.{ 48.9 489 45.0 450 920 59.6 59.6 51.J 51.7 46.1 46.1 423 42.3 96,0 56.5 56.8 49.0 1 490 1 43.7 1 43.7 40.0 40.0 cHARir n Numbw of anchor 16catlons r4pulrotl Franc S 1do Panol am Tow Franc WIc11(n) Mt1 M 30.0 36.0 1t20 47.7 N) 90.0 108.0 f26.0 f43.0 HLS Jamb HSS I Jamb HL8 Jamb His I Jtma 51.0 6 6 7 6 b 6 9 6 Lao 7 1 6 7 8 8 6 9 8 920 7 6 7 8 8 6 9 6 9a0 7 6 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS orwm WC No. F.A. 08-00503 scar NTS "TC 02/23/09 1 S"C'T2 OF 9 L RO8ER rO LOMLS P.E. 1432 WOCOFORD RO LEWL5VILLE. NC 27023 434l409609 rso0+tsph4xnasp.rom OATC APPRWID 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL. 05/05/15 R.L. 06/22/17 R.L. SIGNED: 06122/2017 J 5 RE)C o q FAQ, TAT SEOF : Iiz i. Luis R. Lomas P.E. FL NO.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK iEMBEDMENT BY OTHERS 1/4- SHIM 10 WOOD SPACE SCREW IY10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 II II II II INTERIOR cwc oiw,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 1 3/8" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 MAX. SHIM SPACE RLV DESCRIPTON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE NSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 03/05/15 RL. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" : 96" REINFORCED FRAME INSTALLATION DETAILS DIIAWM OwG w0. F.A. 08-00503 WALE NTS o"E 02/23/09 —3 OF 9 L. ROSERTO LOALIS P.E. 14321YOODFORD RD LEW7SVLUF- NC 27023 344ae-060s MomisBYibrtunp..mm SIGNED: 0&22/2017 O ENSF9Jp 511 x cczTAOF : c` Z ORM OMA 110" G` Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILUNG SCREW M ETAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/2" MIN. EDGE DISTANCE ' VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINLSHES, BY OTHERS. NOT SHOWN FOR CURT'. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4- MAX. SHIM SPACE 1/2• MIN. AS OR EDGE DISTANCE IRILLING T— R 210 SMS OR SELF DRILLING SCREWS TO BE SET IN 3ED OF APPROVED 1LANT METAL STRUCTURE BY OTHERS CA I CrIlUr1 REV DESUDPTx1N DATE I . APPROVED A ADDED CHARTS 03/06/12 R.L. 8 RFASED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 65D WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: OxD 110. F.A. 08-00503 scut NTS DAE 02/23/09 1 SHW 4 OF 9 L ROBERTO LOMA.S P.E. YAM WOODFORD RD LE1v SVILLE. AC 2:023 4344Sb009 racru3pubmsmoa SIGNED: 06IM2017 lR!IC1EIV 4f '.1 yA0 51 T4AlOF• cc` FS :<O R10P i/; 'p/0NA ` 1\\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET t 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EDGE DISTANCE 6 I 1 1/4" MIN. a _ EMBEDMENT 1/4" MAX. j SHIM SPACE I 3/16" TAPCON EXTERIOR II 11 11 11 11 11 INTERIOR DGI"AKAIIUN VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE 3" MIN. SEPARATION c .. •. a 3/16" TAPCON ' SILL TO BE SET IN a ' A BED OF APPROVED SEALANT '! ' CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1/4' MAX SHIM SPACE REVISIONS RLv DCSCRLP1WM art A A ADDED CHARTS 03/06/12 R.L. BfE REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FL NCE INSTALLATIONS 12/06/13 R.L. D REVISED INSfALLA110N DETAILS O6/OS/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR . III x EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATIO,V TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: L INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS 11-C 11111111111I/ 650 WEST MARKET STREET \SR'.to ii GRATZ. PA 17030 GENSF Fs SERIES 430/"0 XIX SGD —*• 10 51 k 143" x 96' REINFORCED = y;((,;,,` FRAME INSTALLATION DETAILS L• g$TAT OF a oRAwM: oMc NO. Rn ioF•'°CORIOr• OB AU NTS DATE 02/23/09 —53 OF 9 E '/s/'ONALIENG\ L ROBERTO LONAS P.E. LUIa R. Lomas P.E. 14W WIOODFORD RD LEWISVILLE, NC 27020 FL No.: 6251 ar7+•60,0609 10m++s®Mornasye m 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. D FRAMING 2 2X BUCK EMBEQMENT BY OTHERS 1/4" MAX. SHIM SPACE Q10 w000 I- SCREW EXTERIOR 11 If II II II II INTERIOR I10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE PATH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE j10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. r SHIM SPACE REVNIONS RLV DESCRIPTION WE APPROVED A ADDED CFARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS ORAMC DAC NO. F.A. 08-00503 SCALENTS 0'`rz 02/23/09 `6 OF 9 L ROBERTO LOMAS P.E 14M WOODFORD RD LEW1sV1Lt F HC z'= d3-493-060 mo..s&1oma .,c= SIGNED: 0612212017 SFt \ G1E CO SF9so„ bZSt •• * = STATIEEE OF 0. F ORO iAAS/OVA l'\\ W3 R. LOm03 P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS tX I tfilUH nv I cnrvn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE LNSTALLAT70N NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 T2 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE OR 1/2' LUNG MIN. EDGE DISTANCE 10 SMS OR SELF ORILUNG SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1 /4' MAX. SHIM SPACE REWWNS REV Df5CRY1pN D 1E APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS wwrl DRc No. F.A. 08-00503 SOLE NTS '`E 02/23/09 s M7 OF 9 L ROSERTO LOMAS P.E. 1 JaZ WOODFORD RD LEWISVQLE. NC 27= 7adEd0609 lrmusvkbm rjpv. SIGNED: 06/22 O17 11/0 i GENSF9s+ 0„b1251 • * = O FS Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 4i/16' 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY c' MAX. SECUREDENOTE3SPACE SHEET 1 TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS 7crAKAI SUN VERTICAL CROSS SECTION CONCRETEI"SONRY WSTALLAT ION INTERIOR 1 1/4• MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE •' ° 3• MIN. SEPARATION c 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVI!q $ OESCIEPT" DATE APPMm ADDED CKARTS 03/06/12 R.U. 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 1 R.L. W a JAMB INSTALLATION DETAIL CONCREMMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: M/202017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET V1111111ffol 5 R. .41 GRAT2, PA 17030 GENS SERIES 430/440 XIX SGD ic•" TAiPO4F-_,4Q 143" 96" REINFORCED IFLANGEINSTALLATION DETAILS 9 pp _ c(0 RIOP • SsfOfllAlllE G\`\ URArN: ont Ro. RV 08T83 E 02/23/09 OF 9 L. ROBERTO LOMAS P.E. LuzWOODFORDRDLEIYISVILLE.NC2703 LAis R. Lomas P.E. 3 -caao uaRus®hmuap..mn FL No.: 6251 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, IX BUCK TO HE PROPERLY SECURED 3/t6" EXTERIOR a PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYIGONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP RCAS04 REv OESCRFnON DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. ' C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2• MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2• MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8* MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA.17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DMNN: F.A. 08-00505 Scut NTS I WE 02/23/09 1 S'M9 OF 9 L R08ERTO LEAOIS RE 14n WOODFORD RD LEWISVILLE. NC 27023 434-Gee-0609 maNa dwbms1ov. SIGNED: 06a2/2017 t JPtll I ILI0 //i G E t• 0 51 >< TATE OF • 10. 7tV tORIOt'• Luis R. Lomas P.E. FL No.: 62514 FLORIDA ORPARTMUNT OF IE RegulationBusiness & Professional r aCIS Home I log In i User Registration I Hot Tbpia I Submit Surcharge I Stats S Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Florida Y r 1' Product Approval I .Sr Public User product Approval Menu > Product or Appilcation Search > Application List > Application Detail P OFFICE OF THE FL # FL9174-1112 MCRETARY Application T/pe 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 Mari<_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauly WD2017-001112 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 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 Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 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. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0228-318958-P8 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection SupD signed.pdf Verifled By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermedlate section. Installation Instructions FL9174 R12 11 0229-318959-P9 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo slgned.odf Verifed By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 1112 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 iI 0230-318960-P10 S.Ddf FL9174 R12 II 307494 P11 Track Suoolement Chart sjgned.Ddf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 Ii 0231-318996-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.ndf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.pdf Verlfled 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 9174.5 15120 / 6100 / 9100 #0234 19 Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.adf Verlfled 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 5120 / 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 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 11 319040 PI Post Istall Instructions sioned.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 It 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: 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-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.6 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdfImpactResistant: 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-OO1R2 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 lI 0236-319024-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P1I Track Supplement Chart sianed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp sianed.ndfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 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 11 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 1311 Track Supplement Chart sioned.pdf FL9174 R12 11 319040 Pl Post Istall Instructions slgned.pdfImpactResistant: Yes F49174 R12 11 324620 P16 Jamb Connection Supp slaned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R32 AE WD2017-OO1112 Evaluation Report - FL 9174.131E Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Suoplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I1 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suop sianed.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24' Glazing 0604 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Traci; Supplement Chart sioned.odf FL9174 R12 If 319040 P1 Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 0605 18' Max width. 10' Max height. Max section height 24". Glazing 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: +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. Installation Instructions FL9174 R12 11 0605-319031-P5 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Part: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0606-319032-P7 Saidf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed,pdf FL9174 R12 II 319040 PI Post Istall instructions sianed.pdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Part/: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: Yes FL9174 R12 II 319040 PI Post Istall Instructions sianed.odf Design Pressure: +39,20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odf Other: 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 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL%74 R12 II 324620 P16 Jamb Connection SUDD sianed.ndfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Il 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Supo signed.DdfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Next 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 mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communlotion with the licensee. However email addresses are public reco-d. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M—M®®© 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 Introduction/ Scope No. N LU Uc611 STATE OF Q/- 1 FCORIOP.•' SS/ONAL 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. H. 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 111. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 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 26.901 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.001 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 sf 39.20 / 43.70 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1B — Doors under Evaluation ` OWN. ' y No. 46798 .9N STATE OF 4C/'Z L 7 RIDA 2 ,'S ONAL ENG\ .. 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 26.901 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 319027-135 319028-P6 319029-P6 319030-P6 10 Impact Ratin No Yes No No Yes 0Q- Table I — Doors under Evaluation llllllll//// ON D...TN0''%, 18No-4— STATE OF0 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-135 319033-P6 Impact No No Yes No No Ratin Table I — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51 Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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, 14 " Gordon Thomas, P.E. FL PE # 46718 NGII, 1. NOP14UPACT RESISTANT GAZING OPTION - .090- MINIMUM SSB GAZING IN MOLDED FRAMES SCREY.EA 13 CA NOW ANGLE - TOGETHER WTHA MINIMUM OF (9) Fh1' SCRET6 IISTAlli31 IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTINSERTS)IFCSTS) MEETS UNIM STATIC DFSGN PRESSURES SNOW ON THIS DRAVBNT. G 4MG 13 CA f1A0 ANDLF- SHALL NAVE A MAXIMUM HEIGHT OF 1175' Alto A MAIOMUiI LENGTH OF IIL7S. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOIMFNENTS FOR IE GA NIN HOW, TRACK VMD-BOpE DEEM IEGCJS s/u=1-s •- L IMPACT RESISTANT G.AZIHO OPTION - IMPACT LAC RESISTANT GLAZING SYSTEM MAY BE ISTMIED N TOP MN 3 AS OR INTERMEDIATE SECTION (WTH OR WITHOUT DECORATIVE SHOWN) 11 S RT5 GLA?J NC SHALL 0E 1/4' YANROLON-AR 16 CA YN VERT- P0. TE OR EQUAL GLAZI NC SHALL HAVE A UADYVM HEIGHT Or ISM; AND A MAIDWIM LENGTH OF TRACK 3R01'. GLAZING IS tMIACr RMSTANT AND GOES MEET THE REQUIREMENTS FOR NOD-BON-c DEBRIS EEGIONS 5/16.1-5/Y UO- SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. SLEW Ai EACH GLAZED SECTION REDOES PIWFORCEU04T IRACEIS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL NOR (SEE OETAR 0 SHEET 2. 16 GA J-STRUT SEWED TO LOWER 1/4-204/15' TRACK. 11TCCRAI RIB OF RON AND OPERATOR STILE TO BE BOLT AND 1/4-20 HEX FACTORY NSTALLED. INSTALLER SHALL FIELD INSTALL (1) NET AT EACH JD JAMB T/_It r SERF ORRLNG OR18TITE SCREW TO ATTACH BRACKET LOCATIONMEJ-STblr TO THE OTTECRAL NOR AND OPERATOR 5171E AT THE CEHTEIBINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOW DOOR STOP NAILED A UAAYUM OF 0' D.C. IJUST OVERLAP TOP AND BOTH ENDS OR PANELS MINIMUM 7/1V TO MEET NEGATIVE PRESSURES 4. NET LOCI(, SLIDE LOCKS, OR OPERATOR REQARm. 15 OA 3ILFFENEO' S. SECTION SHALL BE CONSTRUCTED WITH FORTED IN JAMB BRACKETS PLACE POLYURETHANE FOAL INSULATION CHEMICALLY SEE SCIELOULE FOR BONDED TO 30 CA NIDNM FAIR STEEL AND A CJAIOTY LOCATION, POLYLAYER INAIEBACKER, OR 32 CA STEEL BAC(R. END AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. f. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SUDC LOK34 EUmENTS SALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDINGOR REWIRED WITH OP TOIL STRUCTURE AND IN ACCORDANCE WTH CURRENT OIILONG SEE NOTE 4). SLIDE OWES FOR THE LOADS LISTED ON MS DRAINING. LOCK SHORN FOR 7. DOOR JAMB TO It MINIMUM h6 STRUCTURAL GRADE aRln lU. BER. REM TO JAMB CONNECTION SUPPIFJSNT FOR NOT• Nj_ S 7MSOD ATTACHMENTTOSUPP0RDN0STRUCTURE. TAIL 9KM•w SEE SHEET 2 FOR U-BM LOCATIONS S LOUVER OPTION - MMfLJUM LOUVERS N MOLDED ON DOORS 10TH OTHER 040• FRAMES SCREWED TOLEMR WTH A UMGIM OF (6) SECTION OUANTHIES AND Th+' SOETS INSTALLED III THE BOTTOC SECTION. SEE NOTES T AND 2 ON THIS SHEET FDA GLAZING LOUVERSARENOTIMPACTRIMIANTAND00NOTMEETTHE REQUIREMENTS FOR YmD-BORNE DEBRIS REGIONS OPTS' LOUVERED SECTION REOUIMS OPERATOR STLE TO BE FACTORY DLSTAVIFTI AT THE CMIERLINE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAK DOORVKDTHN UNIFORM LOAD EACH JNJB (Ply IV - Or ALL 207.2 -23D.4 I4- D' ALL S'_3 -IOU 1Y- 0' ALL 4155.4 -1 IO'- w ALL 1Z93 -144.0 VVVl L1111 N111F//, ya : L,CEN,,F •.Y': No. 77945 A -- DUN, INAD Tw uarT HOPL om Rrt TINTSa KH7m HTOITMOIAL DIGHEM SM PI MY FOR IRR TICI5 OF TJI4KDAI KJSKSNDGfIN oLTILL. REVISIONS P4 CHANCES TO GENERAL 70RUAT AND CHANGED F DPGI+ U-RAR FASTENER TYPE 15 CA OPERAZ STME FACTORY I I_.. ` ADHEREDTOCENTER (i TOP SECilO1 jld, PS ADOEC SUPOtWPOSED GA END CAP OLSIIN PRES9JRE LOADS 7 INvim 5/TA TIDTNLS P6 ADDED IMPACT RFSMTANCY TO 000IL NOTIMPACT TAM. A/6/07 ADDED IMPACT CRT 7/22/05 P6 UPDATED TIRE car 8/21/10 PIG. EA3T526 ROOD COOS, ANTI H41EL ( 5) CENTER HINGES PER JOINT BACKER NOTES REOUILV Q1 DOOR VIOTIIS mumia THAN ESC 5/23/2QI7 12'- 0", (3) CENTER WOES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO IT-O'. JAMB BRACKET SCHEDULE DOOR xFJOMNO. OF TINSBRACER EAgo,01 JAID0, "MITTRACKBRACKmM@ASUREDFROMBOTTOMRACTIMEOFTRACKALLOIMENSKONSt2')Y- O 4 1 O JB 1 a. 25-7 ,W 34 A 45-1 4 , 6S JB 0' 4 6 0 FATJB . IO• JS 21-3 4 JB . 2B4 JB 42 JB 63-1 4' JB 1•-0' s 1 6 O JB + O JB1.34 JB 47-1 4 C Sr A). Wr (al), 75 JB S 1 6 FAT JB 1 JB 21-34' JB , 29-0 4' JB 40 JB 57-1 { JB K JB , 75-1 JB B-D' CHLIFT ROOF KKK SEE NOTE BELOW FOLLOVDNG DIMENSION OFNOTES SLOTTED JAMS BRACKET ATTACKED TO TRACK WTH 1/4-2W/ir TRACK BOLT AND NUT. FOLOAWC DNFIHSON DENOTES QUICK INSTALL JAMB BRACKET INSTALLED N BUTTERFLY SLOT. NO ADDITIONAL HARDWARE K=D TO ATTACK TO TRACK. DOORS WITH HIGH LIFT. ROOF HYTCH. AND/OR GREATER THAN Ir N HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGE SEE SLOPPLO931T TRACK CURT FOR DETAILS, STATIC PRESSIRE RATINGS APPROVED 92E5 SCALE N.T.S. SIZE A i+ Wayne DESIGN ( PSF: +25.90/-2660 MAX WIDTH: 16-0" I DATE NAME TEST (PSF+3JLB5 - 4].20 LINK HFICH T: s'-9' DRAYW 3/8/05 GRT Dalton. IMPACT/CYWC): RATED (YES/N0. YES YAX SECT ON HEIGHT:21' ECXEO 4/6/06 1 -0 GARAGE DOORS MODELS 5120/9100/ 9605 SHEET 1 CIF 2 DIVISION OF OVCNEAD DOOR ORANCNO PART 140. REV. 1'RSA FLSS ADO5ONDA07D3,4 WINDLOADSPECIFICATIONOPTIONCODE023E31896EP10B5U474-090 13 GA AD,USTAN E TOP PLACE U-BAR OVER INTEGRAL TDB 13 CA ADAMABIE FDTURE AnAONED m nTN THE e) RE-NJND TOP FOCF R1E ARE-PUNCi1ED MOLES 1 HOES EACH ORD FANNG lfP1ARp IN 60TTOM CF IJ-eAR AND ATTACH THRU END CAP AT NTH (2) 1/4-14a5/a. EACH f7D ,7 (2) I/4-14:7/Ir / CIIMPnTE SCREWS SELF DIiQ1D10 UPDTE SCREV/S r FOR STANDARD TRACK AND (3) O 1/4-14.7/6• SE7s O UM cTr>1(PLTTE SOREYS FOR LOW HEADROOM ACK (2 OF INCH ARATTACHEDEUSEDTOATTACED THE TCP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACHED 70 PRE-NNCIED HOLES IN TOP OF U-BAR C: U-BAR OVER LNTEORAL RIB 'tlM nM (2) 1/4-tars/e• CmpTfTE 501itS 7HE (B) PRE-PUNO HOLES EACH t7aD USE a MOLE IN SLIDE TO ENSURE FACXG UPWARD AND ATTACH THALI END PROPEL ALIGNMENT OF ROLLERS CAP AT EACH END MTN 1 1 4-1N7/B• Sits DRILLING CRINI iM 15 GA MR)= ATTACHED EXCEPTION- U-BAR PLACED OVEN TOP MITI (4) 1/4-14d/e• / RO ON THE BOTTOM SECTION SHALL ONLY LYOMPTITE Sm m (2 OT BE ATTACKED THRU W CAP AT EACH 1WGCH ARE FACTORY END WITH (1 I 4-t MITI e• SELF ORA!!NG ATTACKED) C IUPTTTE saEr LOGiE9 ON THE BOTTUM FLANGE Of THE U-•BAR yDTE` DUE TO CLEARANCES REOLRED TO 2• NTON STWJCARO INSTALL SCIEhS AT THE ENDS OF THE ROLLER NTH U-BARS, ALL U-BMS SMALL BE 4-1/2• STEM DiSTALLED GMSECTIONS PRIOR TO INSTALLING ROLLER SLIDES AND 70P FOMSE ON THE U-BARS. SEE ATTACHMENT MOTILE O11 THIS SHEET. 19 GA HINGE ATTACHED AnACN WITH (5) 1/4-20P5/6• TRDmDTE SCEWS (2 OF INTEGRAL 1aW AND WITH (2) 1/4-204/6' MUCH ME FACTORY CRAPTLIE SCREWS SNRU PRE-PUNCIKED HOLES AT ATTACKED, 3 OF MUCH EACH INIEWEDIATE HINGE ' ARE FIELD IRSTAIJED INTO LOCATION (1 TMFLANGELEAF. AID1OFOFU-BAR AND BOTTOM MUCH S TTELO MSTALLM MINCE LEAF AND 1 71aKU THRUHIKE- FANCIED HOLEVU OF U-BAR AND W D DETAIL C INTEGRAL RIN OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACF WITH 3 14h14A5/ PLACE DOWN ENT INTEGRALRBOLTRB 1X1/1 NGICKDOWNTODEIJtBOTTOMBRACKET AND ATTACH TM END CAP AT EACH END NTH 11) 1/4-14 7 SELFDRILLINGCJtO(P fE SCTEIW AS FOR _ ACT RESISTANCE, ` SH M AND USE 1) 1/4-14a7/B• SELF BOTTOM 811ACIET MUST BE _ SCREWED TO TIE BOT1011 . • CALLING CRWPTI7ESCREW ACROSS THE BOTTOM OF THE BOTTOM UH- M AT U- SAR nTH EACH PRE -PUNCHED HOE AT EVERY 2) i 4-14 17 B• SELF DETAIL D a nlC SCRE1'4 HINGE LOCATIaK USE (I) 1/4-2=/B• CNUPTITE SCREW AT ALL OMER SEE IMPACT BOTTOM BRACKET PRE-PUHCFD HOLE LOCATIONS. DETAIL THIS SHEET. P.•' W}CENSF'•.tijs i No. 77945 .: 0, •. STATE OF (V` N; S 1TNAIL 457S 0 J IRs MOIwT HOPE. 011E R. Nz TFEHS O R 117r4 FRDrESSDftL Of lm ¢ miu mialm" USED ONLY W IMAACT GLAZED SEI-m" - 11 CA REINFOtC7'AID:T BRACK( E TA[lTAC1ID WITH6RlGIa•7/{. SELF1 COMPILE WLLYS 12 1 TXROUGH BOTH BRACKET AND U-BAR) , DETAIL G 1 1/4-14>:7/6' SELF DICLUNO CIUMPUTE AT QlllEii LDE OF DOOR nDRU J- STRUT r OPERATOR BRACKET. gu3 J-STRUT r SCREW ONLY REOUREB OMDINARCAKEDSECTIONSSEENOW2 SKEET t . . DETAIL F JaW 4 MIN STAINLESS 1nTHSTAINLESSi- BACKED RUBBER WASHERS - 3- 1 Y DC YAx- 1/{• { LAD CE /I' ULTRACIAZE SSG4CSTKUCTUXA IL SEALANT OR EQUIVALENT FAIR STEER. 1 1,N_ -D DETAIL E ATTACH BOTTOM BRACKET TO BOTTOM U-{AR VWTH (2) 1/ 4-14a7/{' SFls ORIWMG CONPTIlE SONE1Y5 ' IMPAC7 BOTTOM BRACKET P4 CHANGES TO GENERAL FORRAT AND CHANGED L` aAA FASDEMER TYPE AT END CAPS AND BOTTOM RETADFJ! CHARM C04TEJR HINGE GAUGE AND AWED LOWER OPTION. CHANGSTRUT IDENTIFICATIONMEMW FROM COLORED PAINT TO STAMPED NIIMSFJC GRT 3/{/co PS AWED SUPOINPG!)SEDD IDEVON PRESSURE LDAOS ON & WORiWG STRUCTURE AND 3) SECTION DOORS CLANFIED NUMBER OF FASTENERS AND CENTTR Ti1N (( 6 3', 1B W, BO161vl. is pHINGES REORR ED FOR L0 ovm INTEGRAL RIBS AS MARRDMI DOOR RDTHS. RB 5/10/06 SHOWN P{ ADDED IMPACT RESISTANCE TO OOOR DOORS AWED MODEL 81M 16 C4% WIRED N07E B TO ym STATE THAT LOUVERS ER ARE NOT IMPACT 15 AS RGSTAMT. C r {/F/07 P7 NJ00 - JAIMB BRACKET SCHEDULE FOR FAT OPTION- ADDED UNIT TRACK DETAIL SHEET 2. GRIT 4/17/0e P{ AWED IMPACT 1J- B•R Arr,1CHMFNr NeTTm 1. ALL U-BARS DIAL BE ICED OVER INTEGRAL RIBS AND ATTACHED TR01 PPE -PUNCHED HOLES WITH (2) 1/4-I40/6' CRDJPTTE SCREM AT EACH INTERNEWTE HINGE LOCATION, (2) 1/ 4-14a7/Jr SELF DRILLING` MP DDDTESCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SIOET), (2) 1/4-144/r CRLMPUTE SCREWS APPRC)OMATELY RUWAT HEMEN END OF DOOR MID INTERMEDIATE MINCE LOCATION, AND (1) 1/4-144/6• CRIXPOIE SCREW ATRO)WATELY 6• FROM EACH END FOR DOOR WIDTHS GREATER THAN 12'-?. THERE SHALL BE A TOTAL OF (20) SCREWS AITACHMO EACH U-BM DICf,PT BOTH U- BARS ON DOTTOM SECTION SHAM HAVE A TOTAL OF (1111) SCEM EACH. FOR DOOR NDIHS LESS MAN OR EQUAL TO 12'- 0•, MERE SHALL BE A TOTAL OF (16) SCREWS ATTACKING EACH U-SAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL RAVE A TOTAL OF (14) SCRETS EACH. OUIEI WINDOW IRDI 2. WITH THE exciap ION or THE (a) PRE-PUNONED HOLES IN 1 / 4' POLYCAR80NAlE THE TIP OF EACH END USED FOR ATTACHMENT O' THE ROLLER Riau A" THE (67 PRE -PUNCHED HOLES IN THE BOTTOM GE EAC34 END USED FOR ME ATTACHMENT OF THE TOP FOTURE AND UNLESS NOTED OTHERn$ ON THUS SPELIRCATION ORAWAG. ALL PRE -PUNCHED HOLES IN ALL U-BAITS SHALL BE ATTACKED TO ME DOCK NTH 1/4-14N6/r VOWTITE SCJREW& 3. 18 CA U-{ARS SHALL BE STAMPED "4r APPROOYATELY 6• FROM EACH END. Wayne Dalton. GARAGE DOORS DIVISION OF OVERKEAD DOOR CO 1F31T, iJ:lil llU;7_1L:Id_.1:i:i1L?_I {}j 7/ 22/OB UPDATED TITLE Z$/ 10 ERR31529 LED nas. AND PACT CYCLJC RATED (YES/00k YES I MAX SECTION HE(NC 21• ICHECKED1 4/6/06 1 MRS MODELS 5120/9100/9605 SHEET 2 OF 2 DRAWING PART NO. I REV. VHINDLOAD SPECIFICATION OPnON CODE 023E 318960 P10 PLATE LOCATION HEDULE 14" MAX f 13 GA MIh CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 MIN NUOUSCONTINUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS 12" MAX SEE CLIP DETAIL 11 GA MIN CLIP SEE SCHEDULE- 12" '\ i MAX LIP LOCATIONS R S W 0.28" MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN T Ij CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS t1E J KTHISPAGE_, O Qv UCEIys,F NO. NZ77,q45 O;t SATE OF s ' c4ORIDA ,.. '\4 0NAL NONOSN, 60 IZ76 AaMOOUNtt L C iw1n79D140 TXRPC77N] T% PG 717Sf/ PROFE]S10NAL ENON ER'] SM PROMEO OILY FOR YD0)CAMON CF WA%CAO OM=YA ION OLTAOS TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TRACK o 1 o 1) 1/4"-20 TRACK t OR CARRIAGE BOLT j' WITH 1 /4"-20 NUT REVISIONS I INCH CK-CUPS-TEXAS L ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. TEASED ALLOWABLE SSURES TO L00/-SZOO PSF FOR DOOR PoDTHS AGED 'TEXAS WALL aE' TO 'CONTINUOUS 1 ANCLE". ADDED STRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. iED YODELS 9800 18024 WITH OVERLAY TRAP( CUP EDULL 5/21/07 UPDATED MODELS ED IN CHARTS, SATED SPLICE A CUP EDDUUO607 UPDATE MOUNTING All. DRAWINGS. I D/45/O7 UPDATED CHARTS To IINATE THE USE OF 0814 ACROSS THE (REPLACEDLIP TYPICAL CUP PB UPDATED STEEL RIVETING DETAIL MOUNTING DETAIL MU D4n1/08 P9 EXPANDED I-1/2' 7D 11 GA MIN CLIP 1-3/8' DOOR THICKNESS C{1ART UP TO 14' HIGH. SEE SCHEDULE 1RT 12/11/08 I P10 UPDATED TITLE BLOCK CRT 5/2n0 1) 1/4"-20 TRACK F41 UPDATED TITLE OR CARRIAGE BOLT REMOVED CHART. WITH 1/4"-20 NUT j! P12 UPDATED TITLE111L-TRACK ESC n On75ESC W DESIGN PRESSURE CHART MAX 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 ay a D rton A @ 9 ®®m DATE NAME DRAWN 6/2,/07 ERTCHECKED8/21/07 IARB SHEET 1 OF 2 3395 ADDISON DRIVE PENa5o 44O91BDDAO32514 DRAWING PART NO. 307494 REV. P11TRACKSUPPLEMENTCHART 2 3/4" f1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2x6NO.2 SPF (G=0.42) OR MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 1 8 2-24 1/8 V 2-24 BETTER AT EACH I 1/4-20x9/16" HOLE OR PAIR OFF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 4 ". 4 LONRORVIIIIIII • OWAYNE 1 KCRN91• PE 4576 COUNTY ROAD 190 YOUNT NODE a= FL PE 7"43 TX PE 117Y4 PROFESS"MAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF MDIOAO CONSTRUCTION DETAILS WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP IIIIIIiIII// L5 ICENSE •./ No. 779q S u T S`TATE OF S/ 01VAL T I Wayne Dalton GARAGE DOORS" 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS(ADV4FL-989032s,4 CK- CLIPS-TEXAS 1 ANGLE 12 FOOT IATED 8/ II/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 1. 00/-5200 PSF FOR DOOR WIDTHS WGED - TEXAS WALL RC TO 'COkTiMIOUS L ANGLE'. ADDED ISTRATE MOUNTING AIL CHANGED TO D YODELS 98DO 8024 WITH OVERLAY RACK CLIP DULE. 8/21/07 iPDATED YODELS D IN CHARTS. ITED SPLICE & CUP RULES. 9/ 06/07 POATE MOUNTING IL DRAWINGS. 10/ 05/07 iPOATED CHARTS TO NATE THE USE OF e CUP (REPLACED 9 ACROSS THE UPDATED STEEL INTING DETAIL I D4/11/05 EXPANDED 1-1/Y TO 8- DOOR THIOORESS LRT UP TO 14' NICK. 12A 1 /08 ADDED MODEL 8700. IATED TITLE BLOCK 6/ 2/10 x REMOVED CHART. 11/ 15/13 UPDATED TITLE x 6/ 15/17 DATE SHEET 2 OF z DRAIING PART NO. I REV. 307494 P11 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 1150) 474-9890 0 w1111111,11/ P. 10EN&' No. 77945 *; 0 STATE OF FS1'•'c ORIDP .•'GC: MINIMUM 'Gr6 r 1.v SOUTHERN PINE MAttk A R0RN6N. PE 4372 COL4i1Y ROAD 40 MpMi HwL OHIO FL PE T7943 Tx K 117&M SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 6" MAIL -J FASTENERS PER SCHEDULES 1 THRU 4 MINMUM 2.4 STRUCTURAL GRADE LUMBER FOR DOOR HE,T MADDMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2z6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. 6' MAK- DDOR WIDTH BRACKET LOCK 2-3/4' J 2) 3/6' SNRPSON T1TEN HD SCREW ANCHOR WTTk A 1 1 4' WASHER AND A MINIMUM EMBEDY DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETARL MINIMUM 7 DD P9 CONCRF'Rc NOTE, MADDMUM DESIGN LOAD CAPACTTY OF 2G63 LBS MINWUM 2s6 /] HEADER LDCK SOUTHERNPINEAH7(ET wuC 4' 1'. e 4" 4) 3/6• SWPSON TITEN HD SCREW ANCHOR WITH A 1-1 4' WASHER AND A MINIMUM E249MMF DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. QE'rML2 MINIMUM 2000 PSI (,am Fl L Fit Q I NOTE' MAX WM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2.8 /3 HEADER LOCK SOUTHERN PINE RArxET LUMBER 4' 4' 4) 3/6" OIA. LAG SCREWS WTTH 1-1/4' O.D. WASHERS. LAO SCREWS SHALL HAVE A MINIMUM PENETRATION OF WT-B 2' INTO THE MAINORTMEMBER DETAILS GN LDAD CAPACITY OF 2430 LBS SHEET I OF 2 Rcrrcn REVISIONS P17 UPDATED TITLE BLOC( ESC 8/15/17 HitOFE59ONLL FRGNH.TTY! SEAL PRowID JAMB CONNECTION SUPPLEMENT I DRAWING PART NO. I REV. p4l wOFrwnOM OF R7lIDLOAO 0p5TRUCVOM OETARi.YF01t324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 37514 850) 474-9890 MIN 2500 PSI CONCRETE 112M MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 7 4' OF SUPPORTING STRUCTURE SHALL WIN EDGE DIST. BE THE SOLE RESPONSIMUSD. THE PROFESSIONAL OF RE FOR THE STRUCTURE J/B' 9MPSON 2-3/4' MIN EMB' BETWEEN JABRACKET LOCAJAMBBRACKET 1/4-20X9/18' TRACK BOLT A 1/4-20 HEX N TRACK DIRECT CONCRETE MOUNTING DETAIL J KOR EN 4S Q No.77945 STA1 OF _ FLORIO4-.-'. OWAYNE A KORr3P1I PE m COUNT( ROAD IE0 MDNIT HOPE. CM FL PE 771.5 TX PE 117RN PItNTM0NAL ENm1ZEIR 5 SEAL PROVIDED ONLY FOR VMFICAIION OF NDLOAD DWSMUCTKW DE ALL MIN 2 a 4 SPF (C-0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD LAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/IS- LAG SCREW WITH 1-9/3(2- EM//BE D N CENTER Of JAM: 8 6Mt cET FLOOCA1 lON JAMBRACKET 1 / 4-208/16' TRACK BOLT AND 1/ 4-2D XEX N TRACK DIRECT YAIGII M01NDETA • nAI MAY 420LBS PER LAG FISTFMER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIDNS Piz UPDATED TITLE I 1 BLOCK ESC 5/ 15/ 17 I I DATE I NAME I DRAWING PART NO. I REV. 324620 1 P16 1 /2/2018 Florida Building Code Online Business Professional Re,gulat'ion BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. dloddar FProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715 R3 COI COI Silverline SS 2017-06-14.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code https://floridabuilding.org/pr/pi app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 I Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 I Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.pdf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 it SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes Back Mr.ext The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here_ Product Approval Accepts: ffn ®® hxr M Credit Card Safe https://foridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk1hGufBV5nRNMfolDM5dhG310CYhzgZSGo1vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANOIORS OE ICTEO IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOIERANCE OF 1112 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS LE- WITHOUT CONSIDERATION OF TOLERANCES). TOlFBANCESARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANOIOR WRN LOAD BEARING SHIM($). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/1 INCH. SHIM WHERE SPACE OF 2/26 INCH OR GREATER OCCURS. SHIM(SI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE IIM WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OMMUCNT LENGTH TO ACHIEVE 1-2A INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 60 SELF-TADDING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A NUNIMUM OF 3 N N 1 N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/3' EDGE DISTANCE. - THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE R70 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/Z INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCKETE/MASONRY, OR DIRECTLY INTO CDNCRETE/MIWNRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I-V4INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 1314• EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE DID SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENFRAL NOTES L THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITHTHE GTH EDITION FLORIDA BUILDING CODE (FBq, EXCLUDING HVMZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAYWDMA/CSA 101/LS2/M4006/11 2. ADEQUACY OF THE OUSTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUEO PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON41M AREAS W NVHZ AREAS. ONETIME PAOOUCT APPROVAL TO BE OBTAINED FROM MIAMU-OADE RER OR ANY. 5- APPROVED IMPACT PROTECTIVE SYSTEM tS REQUITED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL- PVC FOR HOLLOW BLOC( AND GROUT FILLED BLOCK. DO NOT INSTALL 7. IN ACCORDANCE WITH THE GTH EDITION IBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE G MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. INSTALLATION ANCHORS SMALL BE INSTALLED W ACCORDANCE WITH ANCHOR 8, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARM. SEE SHEET 6 FOR GLAZING DETAILS USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES. A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT -FILLED CMU• UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WRM MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47.9 MIL (0.047r w 18 GAUGE). MIN, 1/Z' EDGE DISTANCE. F. ALUM NUM-MJNIMUM ALLOY W63-TS. MINIMUM WALL THICKNESS OF 1/1G'. MIN, 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVLSION SHEET DESCRIPTION 1 INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORRONTAL SECTIONS (NAIL FLU S VERTICAL 6 HORIZONTAL SECTIONS 01-OROu6H FRAME) G HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING OETATL MAX OVERALL SIZE CONFI6. DESIGN PRESSURE MISSILE IAMPACTRATX74GWIDTH14MHT 36' 6A' O/X 35 / -35 PSF NON L MPACT 3r 66• O/X 50/-50PSF NON IMPACT 38' 74' 0/X 50 / -50 PSF NON IMPACT 33' 7T O/X 35 / -35 PSF NON IMPACT 44' 6r O/X 50 / -50 PSF NON IMPACT 437K72* O/X 35 / -35 SF NON IMPACT 4r O/X 20 / -20 PSF NON IMPACT Sr O/X 25 /-25 PSF NON IMPACT 36- O/X (ORIEL) 35 / -35 SF NON IMPACT 4WO/X ORIEE) ZD / -20 SF NON IMPACT 72• O/X-0/X 35 / -33 PSF NON IM ACT 7r 84 1 O/X.O/X 35 / -35 PSF NON IAVACT 76• 62' O/X-0/X 50 / -50 PSF NON L LPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 7r O/X-O/X 25 / -25 PSF NON IMPACT SO' 74' O/X-O/X 35 / -35 PSF I NON IMPACT 96' 74- O/X-O/X 30 / -30 PSf NON LAPACT 105, 6r O/X-O/XO/X 50 / -50 PSF NON iANACT 10e• 7r O/X-onconc 50 / -50 PSF NON IMPACT LOB' 84' O/X-O/X-O/X 25 / -25 PSF NON IMPACT Silverljne aAEldelsen IM741 rnt suv0n»,E IY11VF w1H sJAAHSAINnL.0 onu MH (XLi UYImO 3 •' pay N g SF_ C QZ<S Z w 02 R Lu N uJ m a w o. UNQc<,Z I- 04140y s1Gwd by Hii— F. N""o, PE 5 W D 00 2 o,w:— awe""0'"'am""" FL#: FL19715Odo: 2017.06.1516:11d16-04,07 SHEET: 1 OF L MAX FR, HEIGHT MAX FRA,I HEI6HT 9! MAX FRAME I'— WIDTH 4E' ELEVATION SINGLE RUNG WINDOW MAX FRAME WIDTH 96• ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCM TOP CONFIGURATIONS FOR ALL Z901-4901 RATINGS. SINGLE UNIT counGURAnoNs QUALIFIED CONFIGURATIONS CH TOP CON FIGtrRAnONs wR ALLM02il02 RATINGS. Z UNIT CONFIGURATIONS MAX FA HEI6HT t MAX FRAN HEIGHT N MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL W W DOW r MAX FRAME WIDTH 108• I TRIPLE SINGLE HUNG WINDOW SilverLine L t,MdwsmI NarN martrwlnL Nr ft Z o QZ 7K axe. ax W LmI up, AKZ Jm F" < a wa c an p . ti m h m Z H Z o p u VI DWG # SWD002 SHEET: 2 OF 6 2- MAX. FROM CORNERS L_ 11' MAX - O.C. 411' MAX O.C. Y MAX FROM CORNERS E •Ho 00ZO A 6- co ATHEnD,1•rF.ANp= ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6' MAX FROM r MAX CORNERS O.C. 20' MAX. O.C. L_ 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 2' MAX FROM - { CORNERS I 1 1/2• MAX J O.C. L1_ 2' MAX JFROM CORNERS 6' MAX FROM CORNERS 6' MAX 1 FROM J CORNERS J a 1/MAx O.C._1 O 1/2' MAX, O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I;MAX CORNERS r I O.C. I- 1" MAX FROM CORNERS 6' MAX O.C. ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6' MAX FROM I~ 12' MAX. 12 3 MAX CORNERS O.L. O. O.L. I 161/2' MAX O.C. L- L_ 6' MAX P/N 50-2995-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW' SilverLine Andefs n 977 oNe anvca.uE DQM NO•TN aftf4- x W or" M IDII 1h10m V O 5 'o Zg< z12 W= z r a<m- w m: 3' a j< z W. :" A R w1ofa 4 r o b FLII *11111L`` A 1I mw m" mz u Q O 1%j= h Z DWG # SWD002 SHEET: 3 OF 6 cs CONLRETE/MASONRY BY OTHERS 1 1/z' MIN. EMBEDMENT S'' IVr f1C't1SC.1J CAULK BETWEEN CONCRETE/ MASONRY 6 zX WOOD BUCK BY OTHERS 6 zX WOOD BUCK BY OTHERS J SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. st8 WOOD SCREW EDGE DIST. INSTALLATION ANCHOR uo.TM nr pvI w woo EXTERIOR F1MSH BY OTHERSfx 1/4' 1/4' MAX MIN. 3/8' EDGE DISTANCE. z. PERIMETER / L MAX. SHIM SPACE SHIM SPACE z 6 SQ2 d N I SEALANT 1 O.A. BY OTHERS o o c v UNIT HEIGHT SASH REINFORCING a H z •o v yy t Z x Z mEXTERIORINTERIORSEESHEET6FORREQUI iHE A1IN. 3 THREADS w a o w m z It SEE DETAII PENETRATION BEYOND METAL N m o Z SEE GLAZING STRUCTURE aama z DETAIL. SHEET INTERIOR sJ8 62 SSLF-TSCREW,°, z aINSTALLATIONANCHORd1 METAL STUD BY OTHERS, SEE SHEET 1INSTALLATION B VERTICAL SECTION NOTE 14 o m WOOD BUCK HFJID-NAIL ERI V) FINBYRSFINISHSEE GLAZING EXTERIOR PERIMETER SEALANT O In DETAIL, SHEET BY OTHERS 1-4 z O. A. L EXTERIOR INTERIOR UNIT F-{ H Oat WIDTH a a UNIT Lu p HEIGHT / Y P SE ALANTT rC-- HORIZONTAL SECTION Lu BY OTHERS 1 1/ 4. MAX Q JAMB • METAL STUD O EXTERIOR FINISH SHIM SPACE NAIL FIN 1 1- BY OTHERS 4.. w 8 WOOD SCREW INSTALLATION ANCHOR 3/ 8' MIN. Q n X WOOD BUCK BY OTHERS EDGE DIST. 0 1 SEESHEET6F0 p.'. TZ r•? 3 CONNECTION DETAILS BETWEEN Ey6a a MASONRY d D p`;` NCRETECAULKzXBYOONCCA}EE 1j * Y WOOD BUCK BY OTHERS l/2' MIN. EMBEDMENT q VERTICAL SECTION x N z 4 SILL•zNWooDBUfX o DS o NAIL FIN YV 0002 SHEET: 4 OF 6 1WOOD sa1 INSTALLATION TIONAEw 3/ 4, MIN Silver Line NCHOR EDGEDISTANCE ' i 2X WOOD BUCK/STUD BY OTHERS Lfi ,[idersw CONCRETE/ MASONRYBYOTHERS EE SHEET 6 FOR U4• MAX CONNECTION DETAILS SHIM SPACE MIN.3 THREADS CAULK BETWEEN • • SASH REINFORCING PENETRATION BEYOND CONCRETE/ MASONRY . • ' - a' SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTHERS ..........u. SEE 6LAZXNG MIN. 1/2• EDGE DISTANCE o.tE savtaut twxvF 1 1/2• MIX DETAIL SHEET 6 Nootw w tarot EXTERIOR FINISH EMBEDMENT ncttarl.nam0 BY OTHERS INTERIOR 1/4• MAX #10 6R. 5 SELF -TAPPING SCREW 7-- PERIMETER SEALANTSHIMSPACE INSTALLATION ANCHOR g g N 8 1 BY OTHERSMETALTUBE/ STUD OR APPROVED INTERIOR MULLION 8Y OTHERS, o o = = UNIT EXTERIOR / SEE SHEET I INSTALLATION H' 2 t7 w S C HEIGHT NOTE 14 u e + M'm t v < SEEGLAZING PERIMETER SEALANT a w m 5 Z 4 T DETAIL. SHEET 6 EXTERIOR BY OTHERS a w m c Z SS_ LL LLyiaw0bOAa ^ _ UNIT WIDTH u e E VERTICAL SECTION F`HORIZONTAL SECTION 1AM6 - METAL TUBE/STUD OR APPROVED MULUON m S MEAD- 2X WOOD BUCK 5 THROUGH FRAME ' ^ THROUGH FRAME v I 5) 014 PANCAKE HEAD Z SEE GLAZING SCREWS FROM STRAP TO ED a FRAME. HOLES PROVIDED 4.0000 4.0000 O z j DETAIL. SHEETbTOACCOMODATE 014 DIA. 2.0000 2.0000 u m EXTERIORINTERIOR 0.500 ..( .°. Z ANCHOR STRAP, AT TWIN 6 v O. TRIPLE CONFIG. ONLY. SEE w w O.A. / ' PLAN VIEW -ANCHOR STRAP 0.0620 43 w UNIT / (P/ N 50-2995-2)' DETAIL AT HEIGHT ( ) RIGHT FOR INSTALL REQ. 0 ) 4.0020 L4• MAX 2.3750 PERIMETER tSEALANT OTHERS SHIMSPA CE `,41t iy 11.1 0.7500(2) !.22) 6.0000 INSTALLATION ANCHORS ` /J EXTERIOR FINISH11/ 4' MIN, FROM ANCHOR STRAP TO O . , 6. ,E„ 8Y OTHERS •' • a EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENIN6. SEE ANCHOR = PRECASTSILL REQUIREMENTS BELOW. = R r BY OTHERS ' o -Jfi• Z ` ti Q 3/16• ITW TAPCON ° 'o .. ANCHOR STRAP ANCHORING REQUIREMENTS: INSTALLATION ANCHOR a A. FOR INSTALLATION TO CONa0VMASONRY, USE (4) 3/16• ITW TAPCONS f 3/ 4• MINT ° PER STRAP, MIN- 1-1/4• EMBEDMENT, MIN, 1-3/4• EDGE DISTANCE, EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS. n >: 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4• EDGE DISTANCE. a Z Y < C. FORINSTALLATIONTOWOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. c a 3 • x x u 2 VERTICAL SECTION1-1/2• EMBEDMENT, MIN. I• EDGE DISTANCE, p oe S SILL- COIJGWWMASOHRY L DWG#: THROUGH FRAME 5 `A' D 00 n SHEET: 5 OF 6 INTERIOR INTERIOR SMALL'FRAME Ok'LARGE'FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINFREQUIREMENTSREQUIREMENTS. VERTICAL SECTION H HORIZONTAL SECTION MEETING STILE 6 INTERMEDUITE FRAME MULLION I- ALUMINUM SASH REINFORCNJ* IS REQUIRED FOR TIME FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 64, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (OIX). DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESI6N PRESSURE •/-5o PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1 c - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATiNGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 1 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-OM, DESIGN PRESSURE •/- 35 PSF I - '• • .. Zr' MIN. EDGE ---I- NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. EXTERIOR // \\ INTERIOR 1 Avoy 2' MIN. GLASS BITE UvGB8' SETTINLOCKUiGLAZING DETAIL I NOTE: L LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. SPACING SPECIFIEDI5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L RNDOW FRAME. OTHERS 711/4' MIN. - EMBEDMENT 1 1/2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK BUCKIN5TALLATION DETAIL Silverline 6, Aro Ow aRVEgnq Dam NmTMW-" W kwawx n CIA uo-wm d ' •. a i N z mu. < 40 3 =x uZ DWG #: SWD002 SHEET: 6 OF 6 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' 7 T T 0 C OP• • : HermesrPw ?o, P.E. Florida No. 73778 BUILDING DROPS 6A\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6`h 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 6th Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop - Date. 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. 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 r r Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge Stats h Facts I Publications FBC Staff I BCIS Site Map I Unks Search Florida tfi III:a1 Product ApprovalrUSER: Public User Product Approval Menu > Product or Aoollcatlon Search > Application Us t > Application Detail OFFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Appllcation Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-26928-17 ASTM C1186 enuivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limps of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 It CemPlank-Installation.Ddf FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS 11 NOA 17-0406.06.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FU3192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- 0406.06 13192.3 1 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 1I ER RIO-2687-17 Plank Shingle to CMLI.odf FL13192 RS II ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 RS 11 HardiePlank-Installation.Ddf FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathinmodf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192. R5 II HardieShingle-Installation.Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13192.4 I HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding Flber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FU3192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.pdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 II Prevail-Lao-Siding--Installation.odf Verified By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes E 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. 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 850.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine IF you are a licensee under Chapter 455, F.S., please dick bap_. Product Approval Accepts: MM ®® c heeV 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. PREVAIL t -- - Soul ih l MULTIFAMILYSIDINGPRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on1Carry edge. P g Protect edges and comers from breakage. The manufacturer is notbreakage.Them u e caused is n responsibleg y OUTDOORS dgng station so that wind will blow dust away from user and others inworking area. 2- Use one ofthe following methods: e. Best I. Score and snap ill. Shears ( manual, electric or pneumatic) b. Better: 1. Dust reducing circular saw equi ed wbh a Hardiebladerm saw blade and HEPAvacuum extraction c. Good: I. Dust reducing circular saw with a Hardleblade saw blade only use for low to moderate cutting) INDOORS only using score and snap, or shears (manual, deddc or pneumatic). 2.PosPJonculling station Inwelfvenlaatedarea NEVER use a power saw Indoors NEVER use a circular saw blade that does not tarty the Hardieblads saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum Important Note: For nmtmm protection (lowest respirable dust production), the Manufacturer recommends always using'SestNevet cutting methods where feasible. improper storage and handlingof the product. NIOSHapproved respirators can be used in conjunction wilh above cuW practices to further reduce dust exposures. Additional exposure information is available at www.pmvadsiding.com to help you detemdne the most appropriate cubing method for your job requirements If concern still exists about exposure levels or you do not comply with the above practices, you should allays consult a qualified industrial hygienist or contact the Manufacturer for further udormaftL mou,M GENERAL REQUIREMENTS: PrevailTm lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through (he finished application. PrevalT" lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Instal PrevallT° products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a V - 2' clearance between Prevail'" products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' cearanoe between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure Fi 1 Double WallSingle Wall trim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -in bracing Adjacent finished grade must slope away from the building In accordance with local Nurood or 24" o.c, max. building codes - typically a minimum of 6' In the first 10'. OS9 sheathing Do not install PrevailT" products, such that they may remain in contact with standing water. PrevailT" lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailT" products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie. com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Rhish, Recommended for Pnmed product) It is not recommended to use caulk at field butt joints. Figure 2 watel b joint flashing' install nks in modera a contc( Install factory finished edges together at butt joints. As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. water -resistive banter fastener Install a 1 1f4' starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk"' WARNING: AVOID BREATHING SILICA DUST Prevag11 products contain respirable crystalline silica, which Is known to the Slate of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade' saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others In the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with to further applicable government regulations andmanufacturerinstructionsIlmitrespirablesilicaexposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our Installation Instructions and Material Safety Data Sheet available at www.prevallsiding.com or by calling 1-877-236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmm PR1007-P1/4 7/ 10 South CLEARANCES Install siding and trim products in compliance with local building erode requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure s stud water -resistive border concrete foundation Vanlage" lap siding Maintain a 1/4" clearance between the bottom of PrevailTm products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 114" gap sidinjrxrashingCaulk Maintain a 1" - 2" clearance between Prevail T"' products and ' ' paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia Maintain a 1" - 2" clearance between PrevaiIThl products arid decking material. Figure 5 siding y'I waterreslstive Ur barrier deck material 1- - 2- flashing11] ledger At the juncture of the roof and vertical surfaces, flashing and counlerflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure s 1"-2' flashing Figure 9 KICKOUT FLASHING Because of the volume of water that can pour el down a sloped roof, one of the most critical flashing details occurs where a roof intersectsf a sidewall. The roof must be flashed with r eifadhedng eave:memhnne step flashing. Where the roof terminates, kdt install a kickout to deflect water away from the siding. Imps It is best to install a self -adhering membrane on the wall before the subfascia and trim p boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashingx To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" — O.C. max. 024FIe, ure 10 Figure 11 1 1/4" min. stud water -resistive overlap Minimum overlap IbarrierforBothFacery and Blind Nailing Nomin. 1 1!4" face Haloverlap} water-resistive r barrier 1 1/4" min. overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. s The illustration (Figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, Visit www.jiconline.com. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -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 PrevailT"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable,to all areas where...... Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush IEXN 529 Countersunk, Caulk il add nail do not under Do NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailT*' products. complying with ASTM C920 Grade NS, Class 25 or PrevaiP 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 ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTN lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM 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 clean, 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 PrevailT'" 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 SQ 1 SQ =100 sqA) 51/4 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 7114 712 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 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 18B 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail'" lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 02010 JHTL. All rights reserved. TM, SM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online 1 .. -, .• ,, ;, m '; ,..f lid BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats 6 Facts I Publications F8C Staff BCIS Site Map Links I Sear. a dbpr product Approval r USER: Public User Product Aooroval Menu > Product or Application Search > Application Us t > Application Detail FL # FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 171 Validation Checklist - Hardcopy Received Certificate of Independence FL32194 R6 COI ALC15001.3 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 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jo%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1' Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Usei Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/AI FL12194 R6 II 8LC15001.3 2017 FBC Evaluation Report Q4 T Soffits final.odf _ Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90, Other: See Evaluation Report for limits of use. Created by Independent Third Party: Yes Evaluation Reports' FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.odf Created by-Independent.Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(l ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please dick here_. Product Approval Accepts: M ® 1 70M El M Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES in!L Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G,rP• R. • pq. Q • G•E N '. SF' No 74021 STATE OF ' CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l I - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0 dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 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 tale spaced 8 inch o.c. crown le0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced10 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood ainchnelo.c. each panel- inch and sec a finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel 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 inchinchx7dring One (1) min. 1.75-inch i 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 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate Batten Panel Attachment Substrate Panel Attachment Fascia Cap Atten AttachachmentAttachment 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 2417- 4 16- inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '%_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0 072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. 'h- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. lji" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F 1 8 I I I I \—" SOFFIT (OVERHANG WIDTH VARIES) 12F-3F CHANNEL Wood . Conc-- or Block k FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x 1/4' DETAILLv0' CROWN STAPLES , , USING A DIAMOND 1` KtVCE" I STAPLESi PATTERN FACIA BOARD ` FASCIA CAP 12 F-2 FACIA BOARD 1 3/4' X 1/4' CROWNjS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHAIVNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR-max. 12-inch span WOOD SOIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4" TRIM NAI'. screwed to soffit with onePAINTED S.S. 48" 1) ke x 1/ 2" x 3/8" head O.C. diameter screw, 16" o.c. SOFFIT — max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 31W * , SOFFIT STAPLE DIAMOND PATTERN I I LFACIABOARD ' air cTvcchi DETAIL STAKES AACIA CAP 3/ 4" X 1/4" CROWN STAPLE " 8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD CAP 3/ 4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCLA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 rA V r I -NCO 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16 F-3 Min. 3/8" head die. nail with min. 1„" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 STAPLE OPEN RAFTER STAPLES, 3/4' x 1/4' ; ; DIAMOND PATTERN L-W ; DETAILCROWNSTAPLES USING A DIAMOND iTVEOIA STAPLES i PATTERN FACIA BOARD i FASCIA CAP 16F-4 FACIA BOARD 1 3/4' X 1/4' CROWNjS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEOC NAILING FL NGE UP OR 3/4' X1/4- DOWN CROWN STAPLE SOFFIT -max. 16-inch spanWOODS SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT —] FASCIA SOFFIT 1'sj- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'q- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL SO CAP; REFER TO / \ TO SOFFIT i FASCIA DETAIL 8 F" CHANNEL SOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B n, ^ ` SOFFIT STAPLE DIAMOND PATTERN D ETAI L FACIA BOARD L1` i AACIA CAP 3/4- X 1 /4- CROWN PAINTED S.S. 1-3 4 TRIM NAIL CHANNEL FACIA BOARD STAPLE -8. ON CENTER / . 1-3/4- TRIM NAIL PAINTED S.S. 48- FASCIA CAP O.C. 3/4- x 1/4- CROWN STAPLE WOOD OR BLOCK SUBSTRATE SOFFIT -max. 16-inch span SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAILFASCIA BOARD PAINTED S.S. rxjSTCROWN FASCIA CAP SOFFIT USING A OtAMOND PATTERN; REFER TO 1'.J' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F- 1 8 24F- 4 I'eZ' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT t FASCIA \ DETAIL Nominal rat' I I 3 8, BatlenAnchoredtoSOFFIT; MAX. 24' I IF-CHANNEL Rafters ritA onee 7d I RingShankNailatW000 SUESTRAIE werT 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 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'rt' CROWN STAPLE I 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 raj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal rxr SYP Batten Anchorea to SOFFIT; MAx. 26' F-CHANNEL Ratters rIlh one Td Ring Shank Nail at eery Ratter 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 I I- TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS FASCIA CAP SOFFIT CROWN STAPLE I I' TRIM NAIL FASCIA BOARO PAWTEO S.S. SOFFIT & FASCIA DETAIL 2417-3 & 24F-6 1.4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OETAd Nominal 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters rith one Td Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. 1*,J' CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN; REFER 10 CANTIIEVEREO 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAII FASCIA BOARD SOFFIT &FASCIA 1 TRIM NAIL PAINTED S.S. DETAIL 24J-1 & I'r!' CROWN STAPLE 24J-2 FASCIA CAD: REFER TO SOFFIT i FASCIA oo DETAIL 8 \ Nominal 1'x SYP battens scabbed between rafters and SOFFIT: MAX. 2A' 1-CHANNEL securetl with one (1) 70 mgo rLshanknailstralght-nalletl through the rafter Into the end rWOODSUBSTRATE th batten or two(2)Tdrofringsunknagstos-naitoo oning: either file of the battern at the Wtten/rafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 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. Vull is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 45.9 50.8 Enclosed 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) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 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 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 Enclosed 4 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) 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 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 1 -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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 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 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 Enclosed 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 1 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 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 RooHeightfft Basic Wind Speed 'mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 • 45.9 52.2 58.9 1 -66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86 4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 1 23.0 1 26.7 1 30.6 1 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 1 27.5 1 31.6 1 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 3/8' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit a za-m 012V TW 18' BLANK 3 / 8 PROFILE zrrs REf o aaoo 0000 00000 0000 oa000 ooaa ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/6" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2 t7S MF DSVTW C.2STO O t2S rvP 000a 0000 a0000 s oaao ooaao ooaa END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16- FULL VENT 16' CENTER VENT 16' SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in24in.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, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. itillIfirl,l G1;.... ' R ' pR7'. No 74021 O'. STATE OF Al i Cis • : O R CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16' Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location Ixl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail t40.0 24-inch o.c. o.c spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. panelandsecuringeachpalap phead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16 inch pattern spaced 24- screw spaced 16 inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 1617-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 26.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36A 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- 343.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. hank nailshankail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg 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 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25 each panel lap Wood leg staple spaced 8- finishing nail with min 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel 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 g'/.- a One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 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 panelsecur 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12 F-3 Min. 3/8" head dia. nail with min. 1V" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood . concrete or Block N FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i n SOFFIT STAPLE OPEN RAFTER 3/4• x t/a• i DIAMOND PATTERN I1 D ETAI LCROWNSTAPLES USING A DIAMOND ` vW IEWEENI ST PUES i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4• X 1/4• CROWNJTRIMNNLFACIA BOARD 8. 1 STAPLE ON CENTER 1-3/4• TRIM NAIL P• F• CHANNEL CAN BE PAINTED S.S. 48• INSTALLED WITH THE CAP O.C. FASCIA NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD S SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3 TVM `, SOFFIT STAPLE DIST I j s, US DIAMOND PATTERNI I D ETAI L FACIA BOARD yr ¢rvM i ST,wts i 3/4• X 1/4• CROWN STAPLE •24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4• X 1/4• CROWN 8. 1-3/4• TRIM NAIL FACIA BOARD CHANNEL 1-3/4• TRIM NAIL STAPLE ON CENTER PAINTEO S.S. screwed to soffit with one(1) #8 x PAINTED S.S. 48• FASCIA CAP 1/21 x 3/8• head O.C. diameter screw, 3/4- X 1/4- 16• O.C. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAa FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 11 EA 5/F I -NA' 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. ly." 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) 16 F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TOzFASCIABOARD #T50 3/8" X 3/8" STAPLE 16" O.C. AFASCIALIP1 /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 nA `, SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4" ; DIAMOND PATTERN 1 1 QUAILaArCROWNSTAPLES1 KTVMrUSINGADIAMOND ` srwtts PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4' CROWN FACIA BOARD 1-3/4" TRIM NAIL 8- STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEQ.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT-max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT I-Q' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 1617-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL lo CAP; REFER TO SOF / \ i0 SOFFIT i FASCIA 3„ DETAIL F' CHANNEL--'-.' HANNEL 3/6 SOFFIT, MAX. 16' I SPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE olsT I DIAMONDI I DETAIL PATTERN FACIA BOARD ` 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 L—CHANNEL 3/4' X 1/4' CROWN STAPLE -8. ON CENTER 1-3/4' TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4- x 1/4- CROWN STAPLE SOFFIT —max. 16-inch span SOF1T WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail - 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1"x{" CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I" -I' CROWN STAPLE SOFFI7 STAPLE DIAMOND PATTERN DETAIL 1TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F- 1 & 2417- 4 I'r!' CROWN STAPLE FASCIA UP: REFER TO SOFFIT & FASCIA \ DETAIL / 3 It 9 Nominal SYP Batten Anchored to SOFFIT; MAX. 2L' I I I F-CHANNEL Rafters withth one 1d Ring Shank Nail at every Rafter WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'r!' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'r!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal r Y SYD Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters rith one Id Ring Shank Nail at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT 1-r!' CROWN STAPLE 1 t' TRIn NAIL FASCIA BOARD PAWTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1-.4' CROWN STAPLE FASCIA CAP; REFER 70 SOFFIT i FASCIA DETAIL Nominal I'.2' SYP Batten Anchored to SOFFIT; MAX. 216' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1"4' CROWN FASCIA CAP STAPLES SOFflTUSINGADIAMOND PATTERN: REFER TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETA0. FASCIA BOARD SOFFIT & FASCIA 1 t' TRIM NAIL vAu+TEO S.S. DETAIL 24J-1 & I` 1'r}' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIA lo DETAIL 8• Nortdnal 1' s Y sVP battens scabbed between SOFFR: MAX. 24' r 3/8 1-CXANNEI 1) 7d ringsecuredwithone (1) 7tl nng Ishankhaltstralght-C1211e0 through the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 74J mp stunk nab toeataUed an either aide or the battern at the battenhafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 Enclosed 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) 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 5 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 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 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 Enclosed 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) 20 108 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 2of4 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 HeRotofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190. 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 1 -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 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 4 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 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 3of4 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- HeRolotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 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 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 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" -L 3/8" 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" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit axsrn 017STW 18' BLANK 3 / 8 PROFILE znr AU o 0000 0000 00000 0000 n 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2. ns ace o so• m o 2r Try -To.izs7ry o 000a ooa 0000a ooa 00000 ooaa END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Flnrida Ruildinn Cnde Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. d FWda rp frj r,^, Product Approval4, l USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F15444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE j Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html Year 2016 2010 2011 1/2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: trd file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization a9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-1112 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6rh Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: sTUngrn,+, Robert J.M. Nieminen' P.E. - s'n •mow ' C4tiC•f; Florida Registration No. 59166, Florida DG4 ANE1983 .ti . `• The facsimile seal appearing was authorized by Robert Nieminen, P.E on 09/OS/2017 This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61" Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC ( TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/ 09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9S03 6'" EDITION (2017) FBC NON- HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20—, XT'" 25, XTTM' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark' Pro, Landmark" Premium, Landmark'" TL, Landmark' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake—, Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTM, Highland Slate' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge', Cedar Crest'", Cedar Crest' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Va,d = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (Volt = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Vat, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/05/2017 Page 3 of 12 I TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the lliim itatiopnss set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 f i 1 1' l•' lF. r(30 XT..,1,'30,IR: '`; `?, +':: ,'fi"• ,t':'Eca, .i.`' .,.' .f:';" , L.r,,, LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and sir spots of asphalt roofing cement* for every full F'—(305 mm)—(305 mm) —(305 mm)--j shingle (Figure 11-4). Asphalt roofing cement meeting ASnI D4586 t ' (25 mm) I Sealant 1"(25 mm) -{ Type II is suggested. 5 S/e" (145 mm) 5 r12,,lot Aloiwd plan T METRIC 1"(25mm) Sealant i"(25mm)-{ 6 Va" T Figarc 11-3: Usojour nails for cuery full sbingle. 4to1. Hooting Cement Apply 1" (25 mm) spots of asphalt rooling cement under each tab corner. Figura 11.4: Use four nails and sir spots ojaspball a.mmi on sleep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20—, XT— 25, XT— 30, XT— 30 IR: Cut Shingles 2"(50mm) t Remove II LSX 09 tV — to — — tCapCap5mm) Shingle Shingle Figure 11-14. Cut tabs, then Mtn bae;k to make cap sbingles Englisb dimensions sboan). 305 mm)—-' FasNVI I r125 mm) 65{s shov' l Figure 11.25: Installation of yaps along the baps and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolasticm NPIL " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorirallon a9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for even' hill shingle located as shown below. 1' (25 Mn) I' (25 mm) Nail Lim Nail Nall Llm figurel: Use six nails for enerr frill shingle. TTRINITYIERD STEEP SLOPE Use SIX nails and FOUR ,pots of asphalt roofing cement for cvm full shingle as shown below. Apply a:phak roofing cement 1"(25 mnI) from edge of shingle. Asphalt roofing cement meeting ASI;NI 1) 4586 Rpe II is suggtNied. Hip & Ridge for Arcadia—: Cedar Crest"", Cedar CrestTM IR I'(25 M) 1'(25=) LIL Ci b figury 3: Use six nail; and filar spats of asphalt roofing cement on .steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8. 12* 203 ore--I'`_(305 mm) r 1 _ \ 25 mm Ss Hand -sealing adhesive 4" 1 /4" 3/4" — 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1133 Certificate Of Authorization #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 TRINITY I ERD 6.6 '' • w, MEW? L 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 located as shown below. IMM FM 1pora o Adddional ruils if n;quircd. SIB' (16 mm) t - 1' (25 r.n) Roofing Cernmt asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement t" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: PIA 21020IN, WON 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont' IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont': Shangle' Ridge Figure I7-I8- S'bmtgle• Ridge. 18, Remove tapeExposure from the right side 1' ,' g• and fasten j SECOND Fasten the 1 . left side 85/8/ RIGHT FIRST LEFT Figure I7-19: Installation ofSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 TRINITY I ERD 6.7 I[C-ARRIAGE HOUSE•$HANU—E Ali— No ',SHE IEGI— - IM' w LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for teen full Shingle. hill Grand Manor Shangle. Use five nails and three: spots of asphalt nxtfing cement for every full Carriage (louse Shangle and Centennial SI:ue. apply asphalt roofing cement 1" (25 nun) from edge of shingle Figure 17.5). Asphalt roofing cement needing ASfM U4586 R 11 t" " f 1 is suggested. 25 mm) I (25 mn) T 12" 5/8" 8 5/g' 381mm) 16mm) ( 220mm) 111111 L or fen Jj i--(25rnrn) I (25 rtm) Figure 17- 4.• Ilse fire naiLs for erery full Grand Alaaror.Sbangle. 5/88" ` 88 5ff' Carriage llotae Sbangle, or Centennial Slate- 16. i Rn mm) i ---- R5 mm) I Roofing Cement Figure 17. 5: Wben installing Grand Manor Sbangles on steep slopes, use seven nails and tbree spots of aspbahr roofing cement. 6.7. 1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/ 4" 12" 1--(305 mm)----(375 mm)-- --(305 mm)-- rwa:mn oro..amen.-1a rmaM r:c.i.. L I-- 1" (25 mm) Release}Tape 1" (25 mm)—I Nailabler Area LANDMARK TL NorthGate: 13' Y' 13" 13'/2" 343 mm)----( 330 mm)-- --(343 mm)--1 I--1" ( 25 mm) 1" (25 mm)--I -- Figure 13. 4: Use fore imils for erq• f ill shingle - Woe L1, 10 Ir 14 314' 1r AREA If ( 305 mm) (375 min) + (305 rttin) 1 Nailing 1.urds f 1' ( 25 rnm) Upper nai fno r (25 mm)— +— owerruelIre OR) Nanny areas for low and standard slopes (from 2:12 to 21:12) Nal bar~ upper 8 Irner Ines as sbw•n above. Exterior Research and Design, I.I.C. Certificate of Authorization p9S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing, cement for every full laminated shingle. Nee below. Asphalt roofing, cement should meet S-I'M D4586'type IL Apply I" spots of asphalt roofing cement unde each corner and ;u about 12" to 13" in from each edge. METRIC DIMENSIONS 12" — 305 mm) 1tl tl ,LJ.C i--1"(25mm) Nail Area 1 _ For SteepT 1"-mil 25 rem • 143/4"-- -- 12"—" 375 mm) (305 mm) raar.s avrr ranr IraseTa a 1"(25mm)-- P I" 25 mm; Roofing Cement LANDMARK TL 25 mm) TRINITYJERD 13'/2" 13" '. 131/2'- 343 mm) (330 mm) I (343 mm) 1 "(25 mm) 11 "(25 mm)— Cement Figure 13-5• Use six nails andfora spots of asplialt roofing cement on steep slopes. NorthGate: STEEP 12• 14-3/4" 12' SLOPE Ir-(305 mm)-— (375 mmj-- --(305 mm}--jNAILING Nailin Imits AREAIt1'( 25 mm) betwee t.pwer 1"(25 mm)— f nat Ines. r 1„ 25 mm) Nailing areas for steep slopes (greater than 21:12) and " StornAailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark" IR, Landmark'"" Pro, Landmark- Premium, Landmark," TL, LandmarkTM' Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 92/e' 305mm) I (250mm) 6' 6" g15ry6' 415/1fi— 150mm) ( 150mm) I (125mm) (125mm) I Notch for Notch for Centering Centering 131/ 4' 7 5irim) Notches for Alignment toI (337mm) Notches for Alignment to the Top Edge of the Previous 7 the Top Edge of the Previous 75/ 8' Cap for 5' (125mm) Exposure (18i m) Capfor5518'(141mm)Fxposure (1 m) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization n9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27/37 250 mm) 41 5f1S'125nrt:) t certeiintf Match 13 1/4' 337 mm) \ Align these / notches to top edge of ptevlous course NorthGate Ridge TRINITY I ERD 13 1/8" mm)— I—( 333 6 5/8'-14-6 5/8'- 168 mm) 168 mm 1 I centering 7 8. 131/1' ` Notch ' 1 194 mm) ( 337 mm) \ Align these 1 I notches to top edge of 7 5/8' 19mm) I previous course. NorthGate Accessory 2. 305mm) l Laying Notch I I I 5-( lure) I Figure 13-20., Use laying noicbes to center sbingles on bips and ridges, and to locate the correct o posura 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 UTRINITYIERD 6.9 PRESIDENTIAL $HAKE*"" PRESIDENTIAL'$HAKE'-- IR PRESIDENTIAL $HAKE TL'm" P•RESIDENTIALISOLARIS'"s: 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 hill Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle lab. After applying i nails in between the nalllng guide Imes: apply 4 nails I' Nailing 40" above Lab cutouts malting certain tabs of o%wlying shingle toter nails Guide Lines (1016 mm) 5 114' — 133mnt) • • . . 141/4' mm) (362 mm) ' 1 T NOTE: Apply nails on painted guideline. Figure 16.6.' Fastening PresklenHal and Presidcnhal TL Sbake I' diameter asphalt roofing cement shingles on low and standard slope-t Figure 16.7.' Fastening Presidential and Pmsidewtied M Sbaka slnngke on stc7,p slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" IR, Presidential Shake TL'", Presidential Solaris"": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate elther 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° NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 ER CSt" sDi',' a, ".-, v .1u,1 ;y-'d'1't'"h do' ll; ,l :,)h ;I;Fq} L•iiv' i, aV r ,/'• : vFIAT.T' .sa,itR.+ .7;. .'' .• .a r --. _" 'r":t%'.1.'C 3:i7"' :",',"`r,,;i),"(d r:' LOW, STANDARD AND STEEP SLOPE: Figure 15-3. roslening 11allems Shitttles on lam and Slaudard .Vop's For lovv and standard slopes, use five nails for etch full Hatters shingle a; shonVn :drove. 1" I" J_ ( 2 rig," 15- is raleaiNs Nnllnas shilgles ai .Vmp.Vopr For steep slopes, use the nails and eight spas of asphalt roofing cement for each lull Ilaterss shingle as shorn above. Apply I' iSam) di:aneter slots of roofing Cement 06r.St o 4586lyj1C II suggested) under each tab corner. Press shingle Into place; do nor repose cement. c,%trrlON: Too much roofing cement can cause shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: 18lbree piece units separate to Make 54 Hatteras Acre -wry sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9•, 230 mm) I I I I I I I y---I--- i8,r 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20: Cul Halleras sbingles to make cover cap TRINITY I ERD Fas e 203 mm) _ 5 des ml v IN 12Q , Figure 15-21: Installation of caps along bips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP3'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Midai Datl repuru six rlttta ltAs3ruib )•125 intUled OW coMer OdoLd as dl ). Figure I l-3: Use FAT nails for miry N3gbfand S4t/o sbingla STEEP SLOPE: Use FIVE nails and EIGIIT spots of asphalt roofing cement' for each full Highland Slate shingle. For ltfiami-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 ape II Is suggested. I Pad mI R'Ond laD ml P3drN 1 air M—D.d. rprru I'p5nun) OHO mm) stxaagt oab , : • 1 dattd"rmrr.r odad m rrn nl — — FRO aflny CaneM Fia ve //-34: Use n1W mlhc and eigbi spnxc ofaspball raofing avru'nI under eaeb tab corner. CAUTION: Ewesshve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate', Hiphland Slate' IR: Refer to instructions herein for Cedar Crest`", Cedar Crest— IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9S03 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 11 of 12 QOTRINITYIERD 6.12 w : jt 91•` „• y , s. -r ;. , wYt sPATRIIQrl!' LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for a'ery full shingle localetl :Is shown heloat Usc MIN nails and four slu)ls of asphall roofing cemcul for C%vre full shingle :Ls shown N-1mv.. Aspldl n"ding ccmcnl nursing ASI•\I D4586 lilx II is suggeNted. Apph• I'(Z5 nuns slxiL+ of asph:dl r olfing sulant celltcllt z sl1UN'll. CAUFION: 8xcesan'e tuc ofroofing cement can c slue shingles to blister. 6. 1IE7— --1' (25 mm) i 1 1' ( 25 mn}-: 156 mm) 333T) ( 333mm) 13M-) IS6CTI11 k1t.z., TtmtnlWnffN - ( Mr) t (32 n)'I 6. 12.1 Hip & Ridge for PatriotTM': Refer to instructions herein for Cedar Crest', Cedar CrestTM IR, Shadow Ridge—, NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoritotion a9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats 8 Facts dHodda r P Approval USER:ER: Public User Product Approval Menu > Product or Application Search > Application Ust > 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 Kerr! Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Unks I Sean 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.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwlDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes F_LIZ328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 fI TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes hftps:IA~.floddabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtF2AezuaogOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%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 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, 6T" EDITION (2017) Issued October 19, 2017 TAMK00 ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt 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 underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard(D Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Yz Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO(& No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N Y Underlayment 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (fST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (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) 13CAl2269 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, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY R. No 74021 STATE OF 4/ SJONA ec,• CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate ofAuthorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ TAM KOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOS 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 underiayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO(D Moisture Guard® 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 Saturated Organic Felt Y Y Y Y2 Y N TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (fST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (fST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 STATE OF •:' 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, RE does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, RE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Bulsi.ness & Professional Reyulatlion ot.1D Hume I Luy III I user Reyl>trduun I rlut IupiLb I allurnll DU Liidrye I Dtdls a rd C15 I ruunC uVri! - rot Dean I 0l 1O Ole MdP - U—b I Deaf FpIQrida Product Approval USER: Public UserCO- A Product Approval Menu > Product or Aoolication Search > Application Ust > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ezt361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 t I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes 'No _-N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d°/a3d 1/3 1 /2/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 11/08/2017 11/12/2017 Summary of FL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I 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. 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 RIO C CAC Lomanco 700 Series - NOA 16051028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By:. Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA 15-0709.09.Ddf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Back OEM Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI- MIAMI-DADE COUNTY rmil. 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) %vww.miamidade.uov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A4ExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: 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/l6" 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 l00(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 A2ency 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 MIAMI•DAD; COUNTYM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4 from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 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-DADS COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT 20.31 1 B 5 33* DETAIL B 11,00 1&DO I 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMI-DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 9 1 4.91 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE a NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- MIAMI-DADE COUNTY WIN PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a penmanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-083 l .07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 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) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PR-1 Construction Materials Technologies APPROVED J LOM-013-02-01 RR W A-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 3 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 IMMEr - a M m. Mmm_ M 4 M, - M-M M 2= == = m 700 SERIES LOUVERED ROOF VENT IMMEr - a M m. Mmm_ M4 M, - M-M M 2= == = m 700 SERIES LOUVERED ROOF VENT 20.3 5,33. r DETAIL B 11,004 16.000 I 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 H As•rENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 4.° M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI,UAD>` MIANI[-DADE COUNTY IME 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.irov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28Ay% -A- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: 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 1-00(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 Aizency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-5, 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 Expiration Date: 08/l6/21 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 Modcl 730,750,750-5, 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 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT J. 2031 115 3; I DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 I DETAIL C 750-S SERIES LOUVERED ROOF VENT u 4 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 f - BCLS Nome In 1ILogIUserRegistrationIMotTopics' I Submit Surcharge I Stets 3 Facts I Publications I FBC Sfeff I 1305 Site Map I Links I Search I Fbr da r oi Product Approval USER: Public User Product Approval Menu > Product or Apollcation Search > Application List > Application Detail FL # FLiSS-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-.CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparr(no@castcrete.com Structural Components Products Introduced as a Result of New Technology Certlflcatlon Mark or Llsting Mlami-Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2014 TMS 402 2016 Method I Option A 10/18/2017 { Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Productsr FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL15S R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.adf Verifled By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack Poorct Contact Us :: 2501 Blair Stone Road, Milahassee FIL 32399 Phone: 85D-487-1824 The State of Florida Is an AA/EEO employer. Cooyrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public remrd. If you do not wish to supply 6 personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: h Credit Card Safe M IA,M I -DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w1y.miamiaaae.¢oy/ec0u0mv 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) 411, 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 no, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. M1 i Aot courtry D NOA No. 17-082 18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 p y f z g 2o Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet] of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, PE, B, TESTS 1. Test report on flexural testing on 4 ", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30,404,4, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Perrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Perrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stent'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Mach 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. tl)eelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Explration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., datedMarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, 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., certifjdng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL, CERTIFICATIONS 1. None. ky > elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Datc: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details`, sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER , 1. Letter from. Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. fielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 P-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOUD LINTEL DATA TABLE Fam 131Fr—mT1KNi R'iilvl LJrE,aai, l7Ol l IiLL`.rra:> FiC6ilElIJd J.:rtt:6 rriCAilE'Ila lr.r. arr-. aCf lLAl A "' t-L!]i 6" PRECAST U-LINTEL DATA -TABLE l Il3t• i rifiiT- fifJi_%I•]l;,•. n3a[Sr_7uiarra Jr gmules:arxu::ra,av acic amc m-lmlftls 1100i<Fl rta3 arPi'a%;TrS17C.ifill.7r0 a m rrlAf 1raEvrf rscr[r raru UF25'irJdlrrrsnsa!rassarEMOs r r[ saiTA/rr T 2•Ser1Si rQ>•rQlWMrrar nor arrmvrra- tt, can fCSirfs•+c•a r•rnnlravrra.ln:rrtZ:-Fl FS/ F>L.1 f f IL"J LIIiS'.7 tfta7alaarr>. FQ'9O ari9 t]IELirFLaIr"Fia.L F.lC7G2no f[iC•Cfn ri',c5i ai%lr[fL:[F1C3irtL]IF1 aC'L1t.7 FL=J ILiCH rF7 IUC Ct11 O TYPE '9' TYPE 'A' SfIRP 71 . •11. yi r.rLri f4 v llt/>:yFlifdLY lfld Dasld 6 m LS If7 PRECAST W/ 2' RECESS DOOR U-LINTEL, TABU r1 == n COPMW U17 AIM CANM M IrJS6mrJa CA oOiIC.IRm vmlml Txc Im runm mlumr CASs-= Irs+. nC GENERAL N07ES: L aw.9c l..1m KA T/Ai W A .1.1 A r.. AID A ..ae. w mvm ITI naf.l . AO V 11101 IaIIN . u.o A M q AM M, LMM ln[ 101A XMIN r Kmam I =Xn AK CWl Oam MIMICSTROM= r. . Km 10 FM Au . An AM U MM n= UCH ® m TIK .mamlam UM fm .Uvf1[ - "..r 1 NmL MM 041E .[ W .AQ art UM I. K rllo 1m Oft. 2.[11mr. r.mf ELM m 3 . AY. 1. IiOf I.aa. ATfU pOl..m f.m rom PRODUCT RUVIBCD G • ` GEN O : aa dkGCC.& tb fhv Flofi Aempanu M 1 - o 2 .18 gtDDUCT RevlsnD 1Mo Q.Wn*yftl` Alh FluW. 0.4 ," /B "dbp c3" 1 3 Cw• k>W!I°Il°° Dam o P CRAIOPARRINO , M CR b79 PRECAST AND PRESTRESSED LINTEL DETAILS nlr IAW muau•u 0A71f m +mar AGi{W scar, u 1711111 aan mMa rn mw r ra Wma rotor sear- I a r GENERAL NOTES q I741otdre o 4'uxd fad S7Wp f i dr gfvdd p.J_ 6 vri r tir ,d poi 2) A3 mb had b bW and at inklaw 4 Each MdW b-14. EateYt6 _tlYnd ¢liddiby YOfc• N'ba mj toth I.Mm man 6 112 bdw. 3) pm" b1 m. w d aW had Jd^4 4) Ta MAcr to pw..lh.l. nfsdn W p—cl m*jcr= fa fnb 40 am .•ed rela. f 9 yFYsmdc1/ 4% rtt.d.d1.•m 4 N2. VAT, I f 1<ZBpa 5) AN bbb med or a.rd 360 dtfl-4B¢Cttc4 rL ®nd VI3D •dldb4 IaeF . to I. Irrld to coovan In W Ila4a ®08y Cod. Stdi.o 1604.&1 8) San 6hd Y.bb as +.F&.L 7) 4' afAi flab to be Uda0ol r/ 4' iamb. b.de.l.l .a4 8' C o d. wwltbi 8) aWidb r akrbwal davxd+f•1d —1 compFj .11r u, a bbllard 0) lb, 4.5;nar d!•. vwrypatq x ra.MYrg tot m. cdc*aqadsiA=d Mtrbanr Iby 12) r4Sma 12' Ta bl uGnLfWq -"R1A 'n wIdwa a W a& 10 13) T... 4ww aorfom .1 GAd. h-.de,id to A.I.awwd- myenvylob dd am ooaGg of docoo q*W In o..&— rdh AMU C-M W c'Orr W-4 —••9- 14) Udde laodtd dod*" Id TOwfral_ _ (yrdl_ yor vp0 m1hsoM da1 OdrrO I..td4a11 bdacldwWaau. 1 coo urGIWt e App2d "Mo.1 hadh. a + aNwAw Im! 5 IA W. -ow loud we11.4arrld 6.4 15) For ewopwb reW WAU nl .halm .aa .da bad Own ood low bd;M &arm. I f) Fcr Wd Irgtl . not *w.., La a.1. bod from .ad Irgol N*h dmn 17) SoA bads at. nyKkpa.d d..ti. loads. 18) Sd. bodt Wad an rdlwd 4.4p avb& pr AD 67dU.da.odcAll 316 10)Maw'dar. bias tt.'dorb IFCw) oew. IiaWf.al Sa drdeb idmno fenl SEE SA R: LATERAL LOAD 03M FOR LOAD MW y;:;'n`'•^ FOR EACH ADDITI011d1 y.l r'y RSHFORCED CAN ((RC1iLS) RILL COURSE 15 RERAR FOR 6' UGW 1) j i.7.• 1/Y CTR TYPSMMFOR12' UWW 41116 GR40 a RMSAFE LOADS FOR 4" SOLID LINTELS 4C W'+4lxC GRAVITY TMPE LENGTH 4S6 3'- 8' ( 42' PRECAST 1180 4'--0' (46`) PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(70' PRECA4r 460 6'-6' (7e) PRECAST 360 7'-0' (9n PRECAST 260 9'-4' (112') PRECAST 156 10'-6-(1267 PRECAST 116 12U8 4-4_ UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'- 6' ( 421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 V-6' (54' PRECAST 529 258 V-10' (7n PRECAST 407 148 6'-6' (7n PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-6' (12n PRECAST 152 43 12FB 12F12 12F18 10) Rdt - Rd Rated ' • I L-11_ 11) Mlom Odd •"W rear b be toatd d O. b.0om .1W 61d r. J•. PRODUCT REVISED BUB 6FB 6F12 61`16 acomplying adrhthoFlu4dr : `1 .• • • F- V D.I. I/ B "< .. ;i.41'•; Y?: Li. :•'f f TYPE DESIGNATION 'e-SG:r•.- n r. nlu ml mLl/.-oral• 6r D v a1 • • • • } Li a.:':.> r •i rF,.};,'' :. _. ,, ty flrida¢ mllwaav . j1 •d ', 111CQr . • r • t 12F16- 26/ 2 v7 itml n ror i' a )` w:• r•• ?yit•:p:1 :rig: :1'. 1 p OaRC •CeJ AaANIV .A • •i_:'.`4.. 7C - !ff r '•" fO 004m rll tY l•m. • • w-•- .v.r4•;•'' .'1f`'`•• iJ•:•;•:rf: 0)rn.m rmr®. a .... .: "1;- + r:' ':lc rc.lii;.r) •. S.... am fd • 12F28 12F24 12F20 of 4A•. o0f •'- h. .: . • _ 4 4 eArprt a v p (@ll[a li•IT IAN ty .:t `*. : PRODI7%'f RI1VlSIiA f0 a.m to r wms ` S, 1: •: 'fi• ` m plfi.y.dth 0n P7ot41a r.nu • -+r i•; y,7 T F lTulldA.i tbda 1OfaD O1Ra. •, Aa.eP-O 15 oxty • • • • • • • • ;p' 4 f OF, f % CflAIGPAMNO g unce Nu > p e • • of 1 6324CR679 /8IxHOtDNAI rAmn+ 6F32 6F28 6F246F20 ',S',g RlO, C. 89RULFL 33664 Ity AAhfaO 1 440 L RE UC. H0.44756 N Fa No REVISION I DATE I ra ar — CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES EM 0 a m.. ,1 mt 1tWC 0fsns-u !1 m am am wtt: IL W Gw 7 1 =mo R: am rum rt - Am IIO. 4frm 0Lo=R6. wfu 91[Q 1 Ot SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4-mlt m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 6F8-18 6F12-18 5F16-18 W20-10 6F74-18 926-1 SF32-18 V-6- (427 PRECAST 2332 2676 3692 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 SM 7227 8297. 9357 4'-6' (541 PRECAST 1554 1887 3633 5050 6148 7227 8297 9357 5'-IV(707 PRECAST 1067 1260 2198 3551 5734 7227 BM7 EM 6'-6' (787 PRECAST 949 107E 1831 2850 4328 6737 6297 9357 7'-8' (901 PRECAST 779 883 1459 2188 3151 4524 56% 9357 9'-4- (1121 PRECAST 564 660 1058 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1367 PRECAST 457 513 805 1131 1507 1952 2492 3183 12'-0-(1441 PRECAST 425 477 744 1042 1377 1769 2238 2608 13'-4'(IBn PRECAST 373 417 64B 395 1170 1485 1852 2285 14'-0'(168' PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N.R. 229 455 620 794 985 1 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 r 1 SEE GENERAL NOTES - SHEET 1 OF 3 n SAFE LATERAL LOADS FnR An PRrCrART ILA IMTM C BAFE LOAD PLF LENGTH TYPE 6U8 6F8 RC dU 3'-B' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'4' (541 PRECAST 416 509 344 5'-10'(707 PRECAST 300 350 198 6'-6- (787 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (lit) PRECAST 173 352 74 10'-6'(1267 PRECAST 151 278 58 ll'-4'(136-) PRECAST 139 311 49 12'-O'(1447 PRECAST 131 277 44 13'-4-(160') PRECAST 117 M 35 14'-0'(1681 PRECAST 111 202 32 17'4-(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 1,454", ka-, Mm,-sM4, om-1, M SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4Atfte SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6r8-1T SF12-17 6F16-IT 020-IT U24-1T UM -IT 2-IT 3'-5' (421 PRECAST 1412 2074 2715 3355 3997 4638 5279 4'-0- (451 PRECAST 1225 1800 2367 2913 3470 4027 4583 4'-V (541 PRECAST 1083 1592 2084 2577 300 3562 4055 V-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-g" (787 PRECAST 723 1097 1437co 1777 2117 2457 2797 7'--r (901 PRECAST 648 Mao 1249 1544 m 1540 t 2135 2431 9'-4- (112' PRECAST 575 571 S80 CK 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 412 787 1121 133 1551 17B6 11'-4-(1361 PRECAST 474 404 BBS 985 1211 1442 1645 1T-O'(1441 PRECAST 454 WWI 619 888 LW 1093Dd 1299 1506 13'-4'(1607 PRECAST 402 308 516 735 906 1075 1247 14'-O-(1687 PRECAST 33B Di 2B5eg 475 677 832ow, 989 1145 ne 17'-4(2087 PRECAST 253 208 335 476 585 693 1 803 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. SEE C94EM NOTE NO. 4 PRODUCrRBVLsm cxnplBdtdf CadeW8A 0e Plmida Aaym+w No O Z (,18 daPi Dct- %8 Byhl:.nl ace.w,w PRODUQTRIIVISGO g wM ttn17u & 4tNo -c oS.oj BRtt?P',,: CRAIOPARRD40 r't`•`S,S OIVAL .'`, MFFNEA, R SM a con rol - PLP.E.U"0.44758 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABL mu wkxu "SM-14 YRANH R. A'.111 WOD iCAIFi pkm sh o ou m n1 CWD lAAID0. rt - ImG. N0. /{754 EnOUYfJ1CN0. 1T4011 SA[Q 2 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTELS CAZT4— SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12F3-20 I2F12-26 OF15-26 12R0-28 12F24-28 W25-29 W32-21 S-6' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (481 PRECAST 2923 4232 58M 7819 9352 11050 12755 14438 4'-6' (54' PRECAST 2396 3464 5304 7619 9352 MOO 12755 144M 5'-10'(70) PRECAST 1612 2320 3218 5234 8457 11060 12755 1444 6'-G (781 PRECAST 1383 1986 2879 4196 6421 1OD32 12755 144 7'-6' (90j PRECAST 1138 1628 2131 3218 4676 6756 9763 135 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 550 755 10'-8'(128') PRECAST 614 1043 1295 1853 2516 3323 43H 5632 1 V-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 j. 12'-0-(1441 PRECAST 458 878 1073 1513 2020 1 2517 1 3333 4206 13'-4-(160' PRECAST 359 1 767 Dd 926 1 1294 1709 2188 27413 34094 14'-O'(168') PRECAST 321 720 865 1204 15B4 2017 2451 3106 17'-4'(2685 PRECAST KR. 4510 631 881 1141 1428 1750 2102 19'_41(23n PRECAST N.R. 343 477 700 925 1152 1380 1609 SAFE LATERAL LOADS anw 4,• oa greet n RArtFR c C,xj.40M SAM LOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-" (421 PRECAST 1295 4841 393 4'-O' (4n PRECAST 1295 4841 299 4'-6• (54 PRECAST 1049 3922 2417 5'-10'(70') PRECAST 681 2547 155 6'-6' (An PRECAST 579 2167 1 7-6' (9n PRECAST 474 1771 914 9'-4' (11n PRECAST 355 1326 58 10'-6'(128') PRECAST 306 1143 4540L 11'-4' (136") PRECAST 278 1041 38 12'-V(t441 PRECAST 260 971 3450A W'-4-(160j PRECAST 229 657 278 14'-0'(16n PRECAST 216 809 251 17'' (208 }PRESTRESSED N.R. 633 16 19'-4'(232') PRESTRESSED N.R. 534 130 U) lit NIJIIOFF6 PR FAWffKE5M ARE KM;Uf IP.D=M FDR JCG u[JwV1L ...c 10 ORAOE 40 FRO ADDED RE9RR. SEE GENERA NOTE 4G 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U•LINTELS 4,• aaar.Se Fr LATERAL LcM FOR IMFI a aar•Cweea SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE M 1756-281216ID• 171614- IMB- IM— IM28- 121631E 4'-4' (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 V-6- (541 PRECAST 2319 2740 5468 7564 9640 11669 13M 15079 5'-8' (68") PRECAST 1347 1841 3555 6395 9640 11869 I 79 1567q, 5'-10'(701 PRECAST 1269 1753 3361 5954 9358 11669 13679 1567 6'-B' (807 PRECAST 924 1430 2833 4415 5884 10 125 148q 7'-6' (901 PRECAST 7D3 1203 2157 3494 5259 792 99623 1132R 9'-8- (116' PRECAST M9 843 1451 2157 3203 4427 5417 1 6380 U) UE NWMERS W PARFADIR56 ME PERWff 03UCRCS FER GRADE 45 FU D ADOEO R®Ftt SCE WOK NOTE RD. 4 SAFE LOAD LENGTH TYPE i 2RUe 12RF6 RCMU, 4'-4' (52' PRECAST 1295 3892 25 4'-B-. (54') PRECAST 1213 3458 2417 5'-8' (681 PREc.ST 784 2236 1 MAM Y-10'(70' PRECAST 747 2129 155 61-0" (80') PRECAST 602 1716 117 i-8' (901 PRECAST 504 1438 914" 9'-8' (1161 PRECAST 355 1011+ 9" PRODucr A aanro O+E+oka ELro,QQ SEE GENERAL NOTES - SHEET 1 OF 3MEMButor mR da— Mm& SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 I2F12-2119I6-21 IZM-27 12M-IT t=-21 12F32-21 3'-V (421 PRECAST 2752 4281 15613 6938 8264 9589 10915 4'-0" (4n PRECAST 2389 3721 4872 6023 7174 8325 9477 V6' (541 PRECAST 2113 3291 4310 5328 8347 7365 B3B4 5'- 10'(701 PRECAST 16D 2527 3310 4092 4875 SSW 6441 O- 6' (781 PRECAST 1444 226 2972 3675 4378 5DB1 5784 7'- 6' (90') PRECAST 12570 1797 319 3506 4417 5028 9'- 4' (1121 PRECAST 1028 117 2006 2590 3097 35B3 4019 10'- 6'(126) PRECAST 920 947 1612 2281 2764 3209 3853 11'- 4'(1361 PRECAST 858 829 1404 1982 2441 29O 3354 12'- O'(144') PRECAST 8I4 753 1269 1788 2201 2616 3032 13'- 4'(16D') PRECAST 678 633 1057 M5 1826 2169 2513 14'- 0%16B') PRECAST 622 586 974 1365 1578 1993 2309 17'- 4"(2081 PRECAST 434 427 695 964 1182 140 15U 19'- 4-(2321 PRECAST 366 370 593 817 IOD2 1187 1372 10 ME wAuffm RY PAFEF01G9s ME mma QFDUC z FOR GRADE 40 FIDD ADDED WAM SEE GFHFJtl4. ROLE Rid 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS M-*"" SAFE LOAO -POUNDS PER LINEAR FOOT LENGTH TYPE 12US-3 IMO-2 ItAf11- 121616 12AF22- 1216Y6- 128F30- 4'- 4- (62") PRECAST 1626 26M 3746 4806 5667 8928 7989 4'- B' (541 PRECAST 1558 25B2 3602 4623 5643 6884 7654 5'- B' (68' PRECAST 1210 2042 2850 3658 4468 5273 6081 5'- 10'(701 PRECAST 1173 19B4 2769 3553 4339 5123 5908 6'- 8' (801 PRECAST 1020 1538 2126 m 3114 1 3602 4489 S177 7'- 6' (901 PRECAST 904 1226 2183 27761 3390 4003 0 4617 R9 8' (I16 PRECAST 703P 771 1472 2181 2663 3145 3628 G• • ENS sUR PAREIMM ARE PUCEW ROU IM FOR D ADDED RERK SEE GEREM RM M 4 P92E1M REVISCO F1d1d5 3 Cod$ Oq PIorEJ CRNOPARRLYO A000pt" m No0 0 .03 am - ""Y 632ACR579 A8 l d` FtiEA {>< 93584 E6 mwCAST- CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES NE RWC D6W1-I4 RSRM m XWR AOIAUD SCI(f q,T3, DAM S W R0i000D m OAq PARS. F.E. -AEG N0. 4415E 0W9(R R0. WIG mr S OF S M IAM PDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE1Z) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIl-TISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.gov/economy Cast Crete iJSA, 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" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automaticallyterminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E- 5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 7 NOA No. 17-0821.19 MiAM • DAnE COVNTY Expiration Date: 05/21/2022 bq / Zgl2o / ? Approval Date: 09/2B/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIWED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. 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 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by CraigParrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert f ed Inspection Report #20-8345 dated I1113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certifled Inspection Report 984-M19.805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A,120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. d, dLd: 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 1;- 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 Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables`, sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: L Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete .High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 B- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMUTTED 4. EVIDENCE SUBNHTTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details`; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certibdng compliance with the Florida Building Code, 2007 Edition. e.i elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 012-0209,13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on lklarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated ,Tune 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, RE D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94 prepared by FTL, Report No. 16-0425, 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lkliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. f ffeimy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERLkL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Farrino, 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 1 Imml Invillo a-•z " "t' `•w troj•F:av_ i. wf+'6ssj n. :J L-., 4'.{7a`4l`S T•r w.STii:a_ w,•42 4'--:i'LVF+9;-l:l^'1Y:.ei••.Y 1 p TYPE °A" STIRRUPS Y 7/32'0 BAR In U2RUPS e T - ' STIRR_ UP IU&MILS 7/32 UO BARRPS TYPE 'e STIRRUPS n V_" ISIi 1• T[rt 1 S'iriiTG3RaYyZ:L+tZJRa u L`•f li]RS I;I A(]IAa;Fila • r>.171F:>tpv om v u f d'1 1 1• ilml[3C0©F! 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OIAtE W AG{I Atll.• J/1I OD:iI AMU = C CSC7 M .TAIM MIX FAC11 OCW11 SI® IGG-{O.IgAi x Rif6SSN. MUM MW AllL co UI TIM RE -UM mm rm mum Ttl. Ur . I. SRN TILL F>IGDAI9ID TAe[ 0 1 JIJI tm L wjaM MEMMM (. " no l9 rIA r AM for rum-amn tmf l 1•o . UW w M ALL Ilmm . nlml UK= L. r.wm or Io1TRRcrnm nKis AX4 DIMIfSAlin rvAe[ " 470 , I'a MY% o om mI w tl u® u Ulu of E6UCM UFM rASIWIOWo GAUD i. =Tom M6iIMO io ROM UrMW AJM MAHMM Fa= k. MODUCTT msm srAloaonrlWlue f/f(tmwft CA* o 03,12. CRRIQPARR040 MORMa a t atela/r,,,c A. ONAL _ n LB;. NO.447n mu CAST—CRETE B" LINTEL FABRICATION DETAILS r 01— nul.l_rJ1 I RA t= AUM M - 1$ m S" 1 Stuff !DI To St]u RSAFILALOADS RAFF I'PAVITV LOADS FOR 8- PRECAST 8 PRESTRESSED U-LNTELS O'V=fIART R ODF4T R 05n U FBjWMLB Cgsr-RGI O' SAFE LO{ O -POUNDS PER LWEAR FOOT YpE LENGITH 8U8 us-mus -to eF12 ae aru-11 6FIa ®e720 aF71-1e Oe ma-u aF2i-m 924-18 wm_0 n75-te aF Ivsx u 3'-8' (42') PRECAST 2231 no 37t3 alm w 6054 m load jM M L1U 7517 074 iM Ilm 4'-0' (4B'J PRECAST 1966 75q 2151 Sam 4aa0 051 7034 0107 25/1 4am tU 7547 1974 Ima4 IIW9 4'-6' (54' PRC'CJL4 trey IM 2110 2931 3753 4511 M 1224 2169 4375 6113 7547 3a72 1=4 11e0L 5-4' li4 PRECAST7 7217 u19 Il3e 25m JAI! 303 424a IIL3 Solo 53es 7UT16 7ZI2,lil I73.3 10117 T-10-(70 PRECAST 1002 ItW II)3 2I80fm 2549 3m9 3470 1451 323! 43talW 71e1 COL 6'-6' (787 WZFfASi 908 I27e 2177 SD31 3707 4303 5091 t23/ 21n 34m SDI z m 1=94rp am 6• 9 PRECASTD 7 toll 1721 Ip2 2103 de 3tll SIL6 f011 1 Z061 eIi 6ql N67 a472 9' 4' (I12' PRECAST 1{ m I4N 25N 3iu 241B 33a2 762 1245 1 1e43 2514 3113 CMSM m0 10- 6'(1261 PRECAST F/S m 590 1247 2013 Im 2163 14! tla! 15.D 2WS 2781 Ir 11'- e(1361 PRECAST 362 aa2 2, 13eN taia 2413 3127 400a 552 4b t3e6 1645 2423 3121 40M 12'-- 0' 144 PRECAST 337 540 73 1254 04 2193 3552 Soo on 1231 1m1 Iltu 210.6 3552 IW- 4•(IsnNECJST 296 nl ms 107B tom Ion 2310 m 471 755 t 5 1425 laIS 2579 2%3 14'- 0' 1687 PRECAST Z79 424 7W I= I= 107 1127 2670 442 705 1002 139 1 107 2127 21M 14'- 0' (1767 PRESTRf55fD N R m Im IO2 MR III KK 7n 453 753 1370 COCA 2245 2517 1712 15'- 4'(184l PRESTRESSED N.R. 1 Im Na fix 51 ifR 70 11230 1733 203N 2]20 2515 i1- 4' (208 PFIFSTIZES D NR, la IQ A4 eN 104 R6 eA J00 ua ISO 1320 Ia09 1549 204 19'- 4'(23n PRESTRESSED NR. IS gm RR AR Na NR RR 235 42D 750 1031 12e2 1515 1716 PREStRLM NA MR HK21'-i'(256) 1alD Imla NOJ4 5fN alb5 IIt4 13l! 1495 2t- e (284") PRMrRFSSED NJL ME Aff RR 141 la At Re 10 Sla 4m 744M 100 ItaS I>9/ 24' - 0• (266 PHFSfIIFS 0D NR. M m m121 t1D450L54aa4Im! tm ri" ' p• SAFE LOAD PLF TYPE LENGTH SUB 8F8 R AMU 3'- e (42')- KmmT 1025 1024 1598 4'- 0• (4n PRFPIIST 765 763 1309 4- G' .(54l PRECAST 592 591 1073 5'- 4' (641 PRECAST 411 j 4.11 745 5'- 10'(70') PRECAST 340 339 816 6'- 8' (78J PRECAST 507 721 490 1- 6' (110) PRECAST 424 534 383 1;'- 4' (112' PRECAST 326 • 512 230 1U- S'(126' PRECAST 284 401 1B0 W- V (136') PRECAST 260 452 154- 12'- 0' (1441 PRECAST 244 402 137 13'- 4' (1601 PRECAST 217 324 110 14'- a (1681 PFVA9T 205 293 100 14'- V (1761 PRMI iE W) N.R. 264 91 W- 4'(IW) PRFSIFESSEO N.R. 259 83 ll- 4'(20B') PRIS1REM N.R. 194 64 19'- 1032) PREStREM N.R. 148 62 21'- 4'(256) PRESTRESSED N.R. 123 42 22'- 0-(254-) PRESTRESSED N.R. 118 40 24'- 0' (23n PRESTRFSSI N.R. 91 33 EiAFF UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U-LINTELS 44 — AC-OV SAFE LOAD - POUNDS PER LINEAR F00T T ypp LENGTH SFD- fT e7e- 2r er 2 1 art- 27 01- IT 2FI4dD IT 910- 2r 6F24- IT am- 2i I 82e- IT IF2341' VM- IT Fn- u 3- 8' (42 PRtTAST last less u 4394 Sm 131 7ml 1513 2M 3524 43H Sl13 8132 70K)1 4'- 0' (4B' PREChSf I= 23M M MIS Gm 6071 13/ 5 23m 3m Sets 4m 532e L177/ 4'- 6' (54•) PRF7JAST 17 7 2147 MIS 4043 4711 5371 t= 2040 2707 1 33)5 4013 4711 3 5- 4' (64 PNi hST 101/ 17 227e 2e36 M"SSL 4522 Mill 171e me 2m8 3309 Doi 4m 6'- 10'(70•) PRECAST Im l 2593 3I07 3A10 41M in 1557 1 2W M3 3107 390 4-M 6'- 8' (78 PRECAST ASS t 1 3 I33 JAWIe6N I321 2710 5251 37R 7'- 0' (907 PRECjST 1055 2a27 322e JI7 122J 242a 2Z9 MR 9'- e (1121 PRECAST 51I 704 4 111fi 2157 25m Md 59) m 3 tan 22 4 me 10' 6•(126 PRFCASI 630 5 17242mm e1461 n34 VI S7o 5952 1R3 2348 474 604 7 1274 1513 175) 414 4'07 2 IW u15 21W T2'- 0' 144.4 PRECASF 470 45a 11 133 IS1t5 470 530 1m(w 1302 hAl ISm lot 2m 13'- 4•(160'j PRECAST US 3N W7 71t5 as 1143 m 428. 400 7a0 r It59W 1418 1 t6m 14'- 0' (1601 PRECAST 5m m 724 M IMf 1220 ME3SIlt410 425 MA OA a 122rml Wed 14'- li(1761 PRESNRESSEO 239 3340, am1 IM 978 W U31 IN m m 6a0 t3e3 1510 1T31 CAI 15'- 4'(184' PRESTRESSED 211 m313 m 1 11a p Gil 0W m M 124 all tA 1460mi 1054 1 1 17'- 4' (MI PIi TREZFD lu 1a3 203 m ma 40 an I d 74p Im rA 7m 1171 Im 10'- 4•(23L•) PRESTRESSED 112 28 m 348 A 447 547 nJ 69 bd 747 147 20 US fa E3 341 gj IQ59bJ 1210 21'- 4-(25n PfESTRRSEO 142 1 307 vd SOS oA 4W 5N/ m 05 142 m i..m 0 5]7 ud 721 OS loufm 22'- 0' (2e4•) PRNS MSED U7 1 try 37a 462 4/ IQO IF7L751311aIILIlal285') PRESTAESSEO u4 170 7d7 le a57 124 202 311 d 455 ftdme s7e 1) THE Nl81BERS IN PAREBiHISiS 5 ARE PERCENT REDUMONS FOR GRADE 40 ' SEE 4EHERAL KM K 18 OM SHEET 3 OF 3. U) 1 READ ADDED REBAR. SEE GENUK NOTE NO. 4 ON SHEET 3 OF 3. 4 451DDOOT +` C PRODUCTRI1V15L•D PRaDucrxEKSWED como1Wiwiluftrkdda uft0- u aanlAlying wilh 01a FloridO saw. ac.a. a i4 0227•/ S A, -PC vk. 14ax ] p ZJ,e17 c2p r 7 n Cato Z w `. ftv NXR41 LInTFC - S44FF'T 3 OF 3 f IF03{Ita3S4 ARE PCRR741 FRUUI:IKM r4M L"T 4V COIEIML ME NO. 4 OH SHEE1 3 OF 3. GEN '. j7 0 tQODAUT3C YQR ANat7D Od18cIWN1ffimoabdJo ' k' f TE . 0RNGPAfR6N0 AIIgatb. Du4 ° 02. W R. PELIC.NO.44758 r y44r1111u4 AST- CRETE 8" LINTEL FABRICATION DETAILS R SAFE GRAVITY LOADS FOR 8" PRECASTw12' RECESS DODR U4JNWJ-S erd SAFE LOAD - POUNDS PER UNEARFOOT 1YPE LENGTH 8RU6 mise-w ia=!o-oe mFl sane-oo e6Fa s:i•o Ito - eRF6 is9 0-115 EV14-11 6RFflf 10 QM -la WIII-le WD-1 4'-4' (521 MAST 1635 n49 37SS Mao 430 5+21 JIM 7w 1tQ1 31 1 5206 6m.9 60W 1+71 IDU3 4'-O' (541 PRECAST 1494 1591 3053 2992 49" 4346 M4 MM ryal 52QS C631 MW 0472 loos 5'-8' (60' FItECASi 886 f10 I710 M6 2177 2339 3402 JM il17 24e1 4567 mil 005 7VInd 2311 V-10'(701 PRECAST 810 6W IM ISM 112+ 2540 X74 1 37W III, 2M 4242 IldMag 6MM 74021M 670e PRECAST 797 OOI I= 3120 5046 7747 6446 73 W 101 1625 3120 6046 MS 0471 106 901 PRECAST 669 70 1,180 209 3776 m 3711 7179 6121 755 149D 2452 377e S7 Oe9 11B'PRECAST 411 4t6 099 - 15H 1463 3129 m 4021 31B me lie 1585 2251 3121 4MO w91 SAFE LATERAL LOADS FOR a• nnnretrr..I m, uvr . c rmna if-t f1Y1F1 A p ,,,,101,,,, SAFELOAD PLF LENGTH TYPE 8RU6 I 8RF6 R ,MU 4'-4' (527 PRIGASC 758 757 1164 4'-6' (541 PRICASI• 894 693 1073 5'-8• (an PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 Li-d' (1401 PRECAST 595 788 464 7'-6' (907 PRECAST 609 674 363 9'-8' (1161 PREOLST 370 490 214 SAFE UPLIFT LOADS FOR B" PRECAST W/ 2• RECESS DOOR U-LINTELS Mr oan SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 11F1 1r la7 epFl4-I atF1e I 6AFt6- ei io rt M-2T e1170- 0014-2 6AF10 60'J2- 9RF21- eIv3D- 4'' 16e 1 2362 1056 J751 4446 1 6M 905 16M 2362 M 3751 4445 5140 4'-6• (54' PRECAST WI 1W4 2272 2939 3W7 495 4MS 657 lW4 eve 23M 3W7 4273 4143 5'-6' (6 PRECASTmi 7 2325 2e54 3M 3111 67s Ito 1717 MU 2154 Mn 3911 5'-10"(7D' F7ifTilST Lss 1207 Woe 226! m 2773 6 3211 a 2ris m. 955 IMJ 1746 2259 7777 391 2729 6,. ( PRE]G1ST 570 Mcm 1 120 2429 2e71 J32i 1530 I21m 2419 ZM 3aT 7'-6' (On PRECAST MM ' IM 21M 2597 MSMSX74.2 13H f7i5 21ii 210 9'-8' (116.) PRECAST 164 1222 5540 AM 21M ion I= rml 201e am THE NULMERS PL PAREMESIS ARE PERCENT REDUCTIOM FOR CRAM 40 SEE O67lERAI. HATE 18 THE HUMUM IN PARERMM ARE PERCENT REDUCDONS FOR CJt X 40 W ADDED REBAR SEE GENERAL NOTE NO. 4 nW ADDED REBAR• SEE MOM ROTE NO. 4 GENERAL NOTES 0 I* AIuI d v rl/r bq 4dt6•. d Or to& Y —mice. Jdcrda d TYPE DESIGNATION C IAbI • 4m0 pd p¢iUm_ M rc L'F• IS) Tb aWlw nda d kMtr Whld Y •aa. a.p* mr ry.8 tlr<J — rwtlq d slm g16.1 4 m, (ale.,d U,/•SIY C IlI v my 4MOd v6F m L F - YS i1W[ / U . Idfll4 OfIDS OF js 001JF A F i0007 OF UIDtt 0G1Ye:v.l im tvA9y / s''t i rEl . ml D II W N fr /•r A94 ta0 1y71 Y(K S •W 270 W ..kn6nW, 14) id m nen.m9 v 7 rMid W N19H herrd W S ID i • fir w;, it . i• 8F16-1 B/I T b M .N. Yoe 1. rm n41na. + p6 ba Wl M" boo a d. hod bw mmm I= J `17i%Of1 m jy6NplkE>s W t61ft l t, l WNwI. Yn ley 4 i F.r map & Wd ee)W ml *=% m .d W Inm I" 14V jaw .hoot IC0 1L 1W0 102<44 A TW 0 I ider. IQ !k 6ild YqW MrA Fnm bqd Z ft— oK rho.y cZ ah tmd p TWFAF61,Q13) R.N. m AWW wd IW ?=i )d.li 17) S,k 1.•Y n ,tW1,•d ,tl. I..d. t' n pn'trm'W40OtledW l.d[.le.. W p,td red•dln fv 18) Sd. I&A WW u ,di,od &.17• cwJ b W MI 6d wd AP 311 f i-1/2• C16y1 IlGld 15J2-10 MY I.d ii7i 06 ph 11) A$RftdY1u01 ini R2•dd mfl 4 .hYiR• b 1 09 r 4+Yy teNucuanaN. muuY att 71 7 cbm Iha idd it Rhi wm i J q Ay1. tarty v atee4 h1a6.p. , FatII1mYW tm41D-i .a• Yr-0eronb ?rtODUCi'tiAgN3•D i. h: J... r': t ,j r{ Sc7t •. r S, enio aw c'cbd. sm 6><i> 1 cw.. 6-440 s 2 d 1D•. lead 0dda as cads .4.pmrc. tVa -022 J9• c m= 1500ps1 T. L i•: 7) an 17 nl•r n>q b. athm" I.r Y. /5 n1ui 2 t.t• J5 1E11,i Q t011CJ v lAOEI GVUI' h bdrD.2.a/.Gti.d d 1dd ed • lk* ib V. rs HI.*fd DF 004V1 v dralad ma•maY. Amy SEE SAFE LWA LOAD FOR 1010 RHINO r • 8F32 JH 1 4• •PRODUC717EYIShU 7 h'1114. DOD 6TId02mi0 IWN® OF 1011E1 ' 1h. d,, n.l .wlo1. C— Y.t. 6w. U.M. I..S tcW. N >rc•r n cdtddNnal1. rehlei tsomld to der d +- m fm. Ou r.: wx F F pl yLL FURECYII os<aaw3 8 D,lhar7orl P ®W01 mix* 10 ham id! U k W d d a. wilt d M. bw ..14 I PFO (RCW) ,.U`CC•• EN • ,i BmW4ip Qdc 0 FULL47DUCT141'1D,lygp ; a J 9 rR=c:rltDVM 0'QQ , i 1 a % till lb. M.N. 15REBADdaamd'rmr 1/2' CLR T'R i W240 or 6R60 0hlhaFlarld0 17a b-a 03: IiYy- na. r/. Daum D3 1, 7 65', F C' Mona NaA camlwIoDl7alaoZ CRAIOPARRCiD ' Ad Mf I Camol O C'SSi:.. R1 alJGi+' SEFRiER 1564 il ft+l iG3 ii>r fa'iCel.'C ifi1:IDYI•:Y I' p . I.31.T-••1•lll7f ifQfit.L-d[lLelilil'4i:Y4'F • ;: " t • • IIn\! A-'ir19•Fi 71:7:19F-9I.1; :lrl:hl7 <.,-•t: r'w ,.. "/t}•, 7G:` w'li!".1/, G'FZ:r lu'!' i l lfa7[Td'1,1=2.1 7d'1[.9fN:iYI•ZYlk7 L\ f.T•]Ii7:1T'n.11.'GT IFi%!fa . t'•' , . t - ,.. ull. I'6e1tI:17:7:1:171'1471.1:-f.iIYYi1t ta:trrl+ta EYE Na M IAM I -DARE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION' DIVISION WmrnL Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.iniamidade., oy economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Eigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Mgh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig 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 Pan ino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE LWPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Q09MIMrpADEGOUN 000, NOA No.17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 09 1 2 g1Zo1-7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details° sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Pan•ino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel ,specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systena'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated lillarch 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miani-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ot /I /.—." /,", elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mtarni-Dade County Department ofPermritting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (RER). E. MATERIAL, CERTIFICATIONS 1. None. W/L 6;9e]-my 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 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E„ on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. t, Helmy A. Nlakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 t HIGH STRENGTH PRECAST AND4PRESTRESSEDCONCRETELINTELS TYPE -a' TYPE -A" VBF la Ala euylar ivr rtr a I 1 ll; iec• III V0.a 4" SOLID TEL DATA TABLE i. m E"[97r.1T® r"rusr:r• l:rrt7Q[La wj"tol_ T21. mmaL" FiarwgulJ,ti'.•.4tmrzC Z'ill srrrn ym rc lfll:aS::ltr'.cLi 6" PRECAST U-UNTELAATA TABLE n f=toElVAU•'inlrAwC DO WYDMV'f:E1t[ILar l'_i:!7t1=0 VEL]rC-'WMO lttl WY--,M raw,,[nrrv e rQ:ercto, I)M.)irymwfm- r rzlrsa rrrmrcatvrv r+TYt•_^l7ff 7tLt'_:!)rdf7Tl1:T,Tlrr'Stir iJt]m r7.•?7 rcu";1 rliL:3 ra69 i/iS!!*1 P.Stia rt.7 rzmm0. ravrrr, is::arz>.rrlrsar..+rxlarzv travrrT.t r[aL:arrms rsa tra 1 ma=rrtr rta!t^.IIrLa- tseS+v®rrau::.lr<a rr>4slmcarrm r:a 11 0 rF nortu;rl[r:au::Ir arr•9ty rr arxnlrs tuume+r.!r rn:::rr rrGiiL F%1l3CltL'.S^:1ffi''rFIL:J IEG'r lC it7 CrJWI11(`. 24 it iir I..yDW r,..,:I,.!f I re9rasr[lECia u:ar—Cll vmt no 1[,r•...rnyrrrv_:stasrarur.uc.vcrs::r r•iara r.V•...r GL•ar.101C•1:74aIti:LSJ l]Htii:J L`.i GL7 of nee+r evrrn..nu-ur: a:tl .e rc a:,s.l r..-.e. nn nr_.vra-+raur r rtr rar • n-acacrcrmrssvrrr:r>. ri''it2['iS' ill! }IfFi.S' .'.'JIFI'rr Ji:J i'S E23`• O ilm —01,10 a m"= m ImN.W rm ru.oCf .rrt.rA. R m r..m.•tm r earrtmn um no warn r .u1..ocm ae mnwlm vnmr Tar rill.. IaRlill C0"m GY-cum 16L m L .mla{Wf M. f/.L W A I.lm ^ MAW R W 1..nrra..11d.m . Aw u " Lw" - me. ra t1.r w Imu u11 L wo w 1a emon .e nawn .mmc. I .ol.uw .VAMM L CmamC.l.mlmlm 4 . wa. rrl M Ai . CC71 Am u MM dell uvl ® O W .mCO ..CA — cml - a% atnm+••^ =k fl . 3m rL MR . . upo. NmRi - ., n.. m .won= ala DJWAM Y.a a1.10 1 !nd nm [lull tl aR Y aR = IQ K Aln an r.al . a.< a. Aa l..iml l Y RlI1Wa = F AL XA PRODUCT REVISC•'D V`:• O mannikyllmwith0wFl.A GEN • ' O am. PRODUCT RLVISRO o.4 v w un" B m ildw wo ' Re Fkuld. gIS1aW Nol o 0 03x' ' y} ^ C D31e%8 S T OF c• itI9-1 = CRAM PARRI 0. 0- a WN CR 679 NX. v.n PRECAST AND PRESTRESSED LINTEL DETAILS ItiL IllCll con+-11 CMUI IT,ou Aliliaa rnr. A7 9wo elm 3h. a1 cwm m n .l.ffi r2- m aIDm m(.Ir mu, 1 d Umkb I) wl.dds 1r! 7ppp ooccmdel. "tbl ., cJ Tarr aM s-1 1' bag n.lriu d We .om b To i Ir ITT d Fitl fiOW 13) iM atr(v ad— 4 ram. 1y 1. •dew r rds f .m ld bme r• ••l . 7&Of1 vy Jpp/ Nch apl.pl. a wdkn .1 duwo oppW n r=dao .ih MW PQO aaOc gpand cwC+4 a op y GT Ik id ao .M vWrtwO nd IQ Web J.ecakd .i canmA' fi91 1.Aicd ar C o .ad bMmld Q rlp amber pv A6O7 MI b.da drtld W ch•ed f r Or = Iwa 9 r mriq elf e actor pn 1691 Q70 We 9 u s ARM _we lwd { Aom I o—W bead S IA 7J N at. k d td{n ba:d an dden= IbrA oarlod tbZU_ We wr0ol bw S•G IMAMW feed Fs l lo.fdmcd 26X v he fn Y Iml h b + Ib) Fa mo=L M" Fi1pb6 ml Mm m M. for fam Did bur hrw down th" d 1)! M-1 HQ Fa ante! moll. r rt lam •1. wf• bad hen cut bpW [a* s wm s) P." Id mat. br and hwd )*& 17) We bN. as •upwtnp .ed eooeame Yad.. 4) The mm" In p.dMdr tr,CtaYe w p.raeol rdtetl.o f" 16) Sde bode k d an mbW demo .able Pr )C 00 cad A7 ale Wed. a QW .Ned rdim. 19) Admorw Mlenl bad a em w aQtie6sd w du, q fue.la,p olda6nd i% t4R [l.W 1/2y l 4 12FN l(JiJ - 1Im 14ID00 r.6lrcl aned. maaq- bnb (R6N/ dna Ou N61. Su dWcb Won 5) Al pieh mrl m .seed e Wt," rtml50op.1Cxe"elrrd. L/IW ddkdko, 6ol•rUnbr.rdW t. cmMu. nulnq Ih n.W- &Gdbn -_••it. .ry Cade SecOm 160W.1 as glfcabb• ..f •. - She. red behb o ayt.e ? ^.">. SEE SAFE LATERAL I= 7) 4' dd mWe to be bmidd ./ 4• luardm bulndd c14 IMES FOR LOAD RATING 6' &omebo lut.. St.{r i" FOR EACH ADrn1101W f,rr REINFORCED CUU (RGRI) FUZEao1/a al6ucha dwamoyl.N mat am r .OA W xiTceNM COURSE 6) Th. 4.d4m rah eMW A c *.w IPodA tam Qa c* bad table b/ ^.(..-. , (1) j5 Rom FOR 6' Ip w fedotl'og Lmodtrm, r.ddlm mama .d shm d d-..al fmn Lb. 1/Y CR TWW Yi'}L 2)j 5 REHAB FOR 12' UNTELS CR40 or GR6D 10)NA.HA Red '%"'• 11) lawn u Wdr Mar to be baled d a. WI= d 0e Icld oft. PROM=RBVISED BU8 6F8 BF12 0 cowlYhra.thh ft. Floddf sa3kieLA.vmeer )7 082/. /g e,qgn}uan Dma 2 IB '•i TYPE DESIGNAVOM r-fne.waa./a- • 1 teol 12F16-2B/2T ` want m.J J Laacmr v n tf1¢a @JA N 17 • qw • is - .• ry ua20 la s 'fir ,• a IOIOIa fee md¢m e •- gp)pleranm fa rY emu Ila Ocaeq • . • W NM&U%L 1TIDTH 61`32 BF28 6F24 s1+ SAFE LOADS FOR 4" SOLID LINTELS 4S 04RM GRAVITY TYPE LENGTH 4S8 V-6' (421 PRECAST 1180 4'-0' (48' PRE(AST 959 4'-6' (54' PRECAST 799 5'-10"(701 PRECAST 460 6'-8' (78') PRECAST 360 7'-G' (901 PRECAST 260 9'-4' (11n PRECAST 156 10'-6• (121n PRECAST 116 6F16 y,t C Y CM UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (42' PRECAST 687 371 4'.-0• (48' PRECAST 597 320 4'-6' (54j PRECAST 529 258 5-10' (7n PRECAST 407 148 6'-6' (78') PRECAST 366 118 7'-6' (9n PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-8' (126-) PRECAST 152 1 43 12FB 12F12 12F16 mil; :cv s_F .y i't' 121`24 12F20 Y.t PRADIICI•Ii[^R61 m O01^P13•bpN'i01 ale Pbr(Ja gT • • avfla cod. n1f _ 6F20 O dS'S,O aC°` y S p NO. M F6 6 na nuo CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES r0i um m '1 . mICW= tlu AILP-M RU@ 4 WA4ld: Ro. LT4.11 510D i or 3 c— SAFE GRAVITY LOADS FOR 6" PRECAST L1-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH GUS 6FB-18 6FIZ-1 6F15-IB 6120 -18 6i74-18 6F28-1 6F32-18 S-6- (42') PRECAST 2332 2675 3682 5050 6148 7227 8297 7 4'-0' (01 PRECAST 2025 2313 3892 5050 5148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 0148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 7 5734 1 7227 8297 8225 V-6' (781 PRECAST 949 1078 1831 2850 6737 B297 9357 7'-6' (901 PRECAST 779 883 1459 2188 4524 66M 9357 9'-4' (1121 PRECAST 5B4 GOD 1056 I= r1706 2795 3731 5017 10'-6'(126"f PRECAST 503 568 895 1270 2236 2898 3747 1V-4-(13n PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-6'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 645 895 1170 1485 1852 22S5 14'-0'(16BI PRECAST 351 392 605 835 1087 1373 1 1703 2087 17'-4'(1081 PRECAST N.R. 299 459 620 794 985 1 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED WEAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR 6" PRECAST U4JNTELS SAFE LOAD PLF LENGTH TYPE BU8 I 6F8 RCMU Y-5' (421 PRECAST 587 1055 596 4'-r (48' PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 3DO 380 198 6'-V (781 PRECAST 253 496 157 7'-6- (901 PRECAST 222 367 116 9'-4' (112' PRECAST 173 352 74 10'-6'(126' PRECAST 151 276 58 II'-4'(1361 PRECAST 139 311 49 IY-O'(1441 PRECAST 131 277 44 13'-4-(160`) PRECAST 117 223 35 14'-0' (16n PRECAST 111 202 32 17'-4'(Z08 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4 44_" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-Ii 6F18-17 6P20-IT V24-IT 6F28-IT 6F32-11 Y-8' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (481 PRECAST 1225 1SDO 2357 2913 3470 4027 45W 4'-6' (541 PRECAST 1083 1692 2084 2577 3069 M62 4055 W-10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'-G' (7B7 PRECAST 723 1097 1437to 1777 2117 2457 2797 7'-6" (901 PRECAST 648 863CM 1249 1544 M 1840 M 2135 ro 2431 CA 9'-4- (112-) PRECAST 573 57100 980 1252 1492 1732 1972 10-6'(1281 PRECAST 314 462 787 1121 133 1551 1786 I1'-4-(1361 PRECAST 474 404 1 985 1213 1442 1645 IT-O'(1+41 PRECAST 454 387 619 ad 888 1093 ru 1299 15D6 13'-4'(160') PRECAST 402 308 516 738 906 1078 1247 14'-O'(1681 PRECAST 363 T85 475 677 832 im 989 1145 17'-4'(2081 PRECAST 253 208 338 476 5&5 693 803 Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCT RSVLSED B A Wh Nc Flo(da 0 athtc / 8 DY 00•GPA'''• 4b 1 6 . ENS ,O 44 a a MP+suDSnuari, , pdm mtly o3.oT o °(•' CRAIGPARPo140r- v l P ss/O VAI . O 6324OR579 Cb 1,' SEE GENERAL NOTES - SHEET 1 OF 3 '4 1 4,4 SEFFI4Ef1 R. 33584 FL P.EUC.NOL447SE No) kyl 4%oloAl.r CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESIONof FliE Y.41 1 OGWI-14 oR.a!11 Rigm A1" SCAI11 kTi.,";.' MIF, s/24/03 WFCL[D ., m IAm. hL - AIR m. 4im mWiciNA U4611 OU Z OF s SFE LOADS SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FOR12'' PRECAt 9T U41MTFLR SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4- 14- re SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12uB t2F6-2B 1712-31 121`1E 12F20-2B IIF24-28 IV25-ZB 12F32-M 3'- 6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'- 0' (481 PRECAST 2923 4232 5038 7619 9352 11050 12755 14433 4'- 8' (54' PRECAST 2396 3464 5304 7619 9352 11D6o 17755 144M 5'- 10'(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 144 , 6'- 6' (781 PRECAST 1383 1966 2879 4196 6421 1OD32 12755 1 144 Y- 6" (w) PRECAST 1138 1628 2131 3218 4676 6756 9763 1 1352li 9'- 4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10' 4•(126') PRECAST 614 1043 1295 103 2515 3M 4334 5632 11'- 4'(136l PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-- 0'(1441 PRECAST 455 878 1073 1513 20M 2017 3333 4206 13'- 4-(1601 PRECAST 359 767 928 1294 1709 2188 2743 3409 14'- 0"(168') PRECAST 321 72,00 865 12D4 1584 2017 2451 3106 1Y- 4"(2081 PRECAST NIL4510 631 881 1141 1428 1750 2102 19', 4*(232) PRECAST NR 343 477 y 700 925 J III 2 1380 1609 OF % K AMRS N FAMU1RSIS ARE MMUIT REXC ULS MR GUM 40 FEAR AM MW& SEX CE O& NOTE BD. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/2' RECESS DOOR U-LINTELS 10 4m a SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE I6 12156-IB Imo- 12t6'14- wis-2i IM22- IN78-2 IIRF 4'- 4" (521 PRECAST 2538 2942 54M 75M 9640 11669 13679 15679 4'- 6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13870 15679 5'- B' (601 PRECAST 1347 1341 3555 5395 9640 11669 13M 15877 5'- 10'(701 PRECAST 1259 1758 3381 5954 935B 11669 13579 158 6'- B' (801 PRECAST 924 1430 2833 4415 IIM4 f 1 1480!( 7'- C (90' PRECAST 703 1203 2157 3494 5259 79220 9623 F1321( 9'- 8" (118' PRECAST 389 843 1451 4 2157 3203 4427 5417 8380 I11) THE WMM W PAitOfflIESIS AFE PE IM RO IRVS FCR QINX 40 RTD AM FO31LR. SEE cEN77U1 WE 1R 4 C, w,, V"" SA LO PLF LENGTH TYPE 12U8 12FB RCIAU 03'- 0° (421 PRECAST 12951 4841 393 4'- 0' (48") PRECAST 1295 4841 299 4'- 6' (54' PRECAST 1049 3922 2417 5'- 10'(70' PRECAST 6B1 2547 155 5'- 6' (7n PRECAST 579 2187 1 7'- 6' (900 PRECAST 474 177 .1 914 9'- 4- (tIn PRECAST 355 11326 58 IOW( I28") PRECAST 306 11143 454, 11'- 4*(IV) PRECAST 278 1041 38 12'- O'(1441 PRECAST 260 971 34 13'- 4"(16n PRECAST 229 857 278 14'- 0"(I6n PRECAST 216 809 251 04 17'- 4"(20n PRESTRESSED N.R. 633 16 19- 4(71 PRESTRESSED N.R. 534 130 know. nu¢ to LENGTH _-- 4'- 4' (52' PRECAST 41- 8'•(541 PRECAST 5'- 8" (6n PRECAST 5'- 10'(70' PRECAST 8'- 8" (80") PRECAST 901 PRECAST 9'- 0' (116' PRECAST U; ODUCr Rsvwbp B' d Sb triO th° Rtuil j 1Nda ° yam / B SEE GENERAL NOTES — SHEET 1 OF 3 PLP lc SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IVB-21 12FI2-2T 12F16-21 19711-21 12fHAT 21 32-2T 3'- 8' (421 PRECAST 2752 4287 5613 6938 B284 9589 10915 4'- 0" (48' PRFTiAST 2389 3721 4872 6W 7174 8325 9477 V- 6' (541 PRECAST 2113 3291 4310 5328 5347 7365 8384 5'- 10'(700 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'- 6' (781 PRECAST 1444 226 2972 5 437B 5061 5784 7- 6' (90I PRECAST 1267p 1787noi 319 31i06 y 4517 5028 0'- 4' (1127 PRECAST 1D28 117 2006 2590 3067 3583% 4079 10'- 6"(126 PRECAST 920 947 1612 2281 2784 3204 3653 11'- 4*(1361 PRECAST 85B B29 1404 1982 2441 2902,3364 12'- 0'(1441 PRECAST 814 753 1269 1788 2201 2816 3032 IS- 4-(160I PRECAST 678 633 1826 216D 2513 14'- O'(1681 PRECAST 621 588 cm 1679 1993 2309 1Y- 4"(208' PRECAST 434 427 T59317. 1162 1402 1623 ct 19'- 4'(23n PRECAST 366 3701 IW2j 1187 1372Q lu THE 10U1 m Ri PAuNnOM AII MYCI F REDI1 MUS rOl UMOE 40 FEAR ADD MAIL SEE GB7OtlA ROZ Nil 4 SAFE UPLIFT LOADS FOR 12" PRECASTw12' RECESS DOOR U-UNTELS 46 s7 C4 M. SAFE LOAD -POUNDS PER LINEAR FOOT 4'- 4- (52' PRECAST 1626 2685 3748 4'- 8' (54' PRECAST 1558 2582 3602 5'- 8" (68' PRECAST 1210 2042 2850 6- 10'(7DJ PRECAST 1173 1984 2769 6'- 8' (801 PRECAST 10201 1338 m 2426 7- 6' (9n PRECAST 904 1226 91 2163 9' r8' (I151 PRECAST 703 777 a 1472e RW D6 S III PAWMM ME PERIFM IGI MEIN FOR Y- 0 MW AORD FESOL SEE MMUL NOTE RM 4 CUOPARPoND b24 CR 579 Et m 4k 83584 9Rnnucr llBl LLD id' On FFmid,, D tA,, 4-NAL11' Fi.P.E7fiEXf0.19p 69 wwCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Fu Kum UISOIF-14 UAAIII Rt =w AIC " SCLL[: ILTJ. OATF: S ! OAS7E9 IR CMfO A, !E -ICU. R0. 44TA IUU L. U1113 SH" 3 Of 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 ADMIMSTRATION DiV1SION NCanil, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vw,v.mianudade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 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 arevision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM •DARE COON 1 NOA No. 17-0821.19 Expiration Date: 05/21/2022 09 2glZo J Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06/07/97, revision 94 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-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. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-11W9614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for 44 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-A120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 elated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Pfade PrecastLintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheet I of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete .Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. ftelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details`, sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Jame 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated .January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 C-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by CraigParrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nfiami-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculat ions for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ir, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTB ER 1. Letter from Cast -Crete USA, Inc., dated Janumy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per A3TME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega; P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. 1 d. 4 Cffefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05IZ1/2022 Approval Date: 09/28/2017 J-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. 111c14 d' dLdz- clmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 J HIGH STRENGTH PRECAST r LINTELPRESTRESSEDCONCRETE Gr'C•.lw '+v:K kLL:...v}'y; Tr y...: i^`I: r..l •N l•'4 r i t^:;711.:_'ai ..%ram^`n ti:k'".J..v;.'.T:•IS..F'.:,. 7//332"A BA I UPS TYPE "A• STIRRUPS TYPE "B" STIRRUPS '•r n 1 32"P BAR ro S UPS "-6" 6 7 •- 6 UUMS 7,p L STIRRUPETARETAILS STIRR '_'ICES' I T. PRFSTRFSSFD U-LINTEL DATA'TA8LE 1irt7i iiiT7)];;T1LJ<" itl.YiLai Y7.TIrI,,331 7 t11a[nr lAlf:Al3;[;t, L 1 n" tJs vc JU l rvr.L!JVGIr[l s.EI raa;r mtrr:.nuc>it/Fx a[a UA" Ci)•F7T11 i1C5iF7t23711fFa ir 0 rLCii 7t0 ilE! Y/ctL:'7 E;'c S7 f []IS i! iZ IG_>i s' cm A" PRFCAST W/ 2" RECESS DOOR U-LINTEL DATA_TABI-E rI!T trlrfSi Q milLl•L_;:y1.Itali:L•!:511 1 7 Rf;, r.= IiY':•n iTLAY7i jir+W C[f 7E3 7QII7[I RIKk?!D'E iC L!a WL L E7CY1-.i CCiilf?F7 1'JFIL'"l:+C!!!''RF/Ff3LrlF1QFJ IC•C'C]r[S=L E•iFl iJril'':i11T.Y; T,t7 LG r,7/.t LiCSiF Fi[i]iiL•L• F7iL"aWii':+fR,'t a'"7VtYL":7fJlSii©4 ieraralr tfs:arl>L i.LrtIK,-ram,, c,QG1r l Io cr e,.n ,u onua Idyl W.•r. J.L I' R, YCOf [W6. ^^ 6a7FHRC7110 COL FAtRL ialN u00i1. ."!q +. wm• m x rs mi •r .ayn w Du a ' Z•7.15 I 2o2L i 1/W—- nn[( 11rMcmtll7Qf•GE rASR10ATION NOOEL R" PRFCAST U-UNTEL DATA_TABL MINN" i tli•IL FiG9[!L't'ffrF F4:,7DFE.7Er'ff..7CR]ms Qlzuralctmr sT r[raklAiRMfL1.Si m r> 2LL.7 C ii YI:EI..Tf]!]C i MINEr,7a Ll• i E i•7f ES! R.'.T.7 Sa i%Efi7S1113Lm W41 t, t ,Trlc mr.v rAralraa asesrrx nt mnaa»!a,rr rAE:xnr>W o nta,+rarsrlar r mulls,mar mc;r[r tmc r.a;Lur[at armutr aai 9r,9K.". ffuzr3=lr"rllz.Mwjx.,mN I o QIG 1[E©a::frcrT7: fIn2wrarl+n[F.7rg1 Lf RMEm[o tT carr W ff t)= Arm CA= M XCPFMU= m C==Vrm mmoor nm Mon memo Cosa" W =-a= Im ow. r. A1Qa m mta; 7/LA AU ASm AM A li. S. 07EI IQ 10M WOO oY tIQ= W 0 Qolt UWE to AM Atlsr T/,. " I== P amn Slow FPA DA oowsm Lrosv URhAEVAA1mi Flamm" UM of PM AMR== "M rot DAMA mW ASIA A4IL - Ro. or supers • .. Tffm YIC L *== tlmom, f.. Wo Ps m. r Imotmm = W= thus I ttux. gmu=o Utitmi V. uU FM rat ALL Wolf tAtH m RCAA am LWLM L !t raaR.a al Io,YFNWYW i row PER mul. rtstttm taaa - o]o , r aU.TL OI .mans NAY K U= m UEU s. o r' aT mmsmm Uvn .amaoma CM L SilVrpm t'tlfmmaG la Was urwm Am 4LM= rmam FNs •• PAQDUCTODYI9ID ftwitsAc*" o 03,02 o: EO By umn u• ar6 R10,,',, SPFRIFR,FL3J664. MAL ` t JL P.E. LIG N0.1f/b6 w CAST-CRETE 8" LINTEL FABRICATION DETAILS I m®m = M mw m - wh m. taa I s= eat ID =U 41At:c GmatnTV I nark FOR A' PRECAST R PRESTRESSED UIJNTE LS i4s2 fe9a' SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENG'M so 0641A 1Ia-a a372-03 ent-m 1F11-m arty-m ff20-09 ma-n R24-06 a -m 011-0 ulb-11 WZ-® earte 3'-6' (iT'j PRECAST 2231 3711 503 no am4 95D2 1D951 30a9 4r03 9113 7547 1974 1m04 AIM 4-0' (iB PRECAST 1966 2ul 1 3a7D 480 59n 704 1107 103 ws 91u 7547 n74 Im94 I(am 4'-e' (547 PRECAST 7598 ISO 2110 2031 R53 43A 51D0 n24 2189 437B 1113 7547 U72 IOH4 Item 5-4' S4 1 PRECAST 1217 t3H 143a 19a9 75m 3m am 420 IBM 0 53655 7S47 7342 e733 10127 6'-10'(/0 PRECAS( 1002 t{W II73 1 2mD 2549 3009 3m u51 152 4350 n 7ler SM 6'-6' (/8") PRECAST y 123E 21 3W) 3707 43a1 60a 1233 2m 34a0 531t 13m ails 7'-6' (SD PRECAST . 7 743 rm 2m 2Ka 3191 306 f 3M and N17 1472 9'-4' (1121 PRECAST 554 11w 7514 34m a15 am 1245 2591 340 WOMA t0'-6"(126'PREGlSf 475am 2093 2777 2103 8 102 2033 2R1 47S4fM 11'-4'(1J67 PRECAST 362 e41 1a41 2423 3127 40m 9U led 2123 3127 400317-0' 1M PREC Sf 337an fEe4 219J ems 3552( 1 1173 1664 2113 VMSPRECAST29675512G242EImast92W 755 I4a 1e36 231a zoos li'-0'(I68 PREC7ASf 279 7111 132910$49 Its? 2127 291D 701 2 1321 1e97 2127 MO 14'-8. 1T PREMMSM NR7 R9 fa m1 R3 7e3 a 1902. 224! 7517 2712 16'-4'(184l PRESTRESSED N.R. m+ tm to xn Xe HA 710 0 1733 2We 23ID 25I3 t7'-4'(2661 PRFSfRESSID NILNaHitIm ea e4e D I= lam 110 2D17 19'-4'(232' PRESTRESSED N.A. lu rot Im Nt 235 4200 1037 I5t1 716 21'-e (2551 PRESTRESSED NJL NR UR Ia IR Ito 340 o/6 tlt4 13'L' U 22.'-d' (264-) P74 MU SM U. tm Ill Nt Im to la K+ Im au ew 7a4 tOQ 1rW tan 24'-O'(26B') PREST iEl) N.R. to 1 230 1 450 m4 eN 1n2 Im SAFE LATERAL LOADS FOR tmrnicra enra+neocvn lt tamA . j/ACT.gamdill SAFE LOAD PLF iIPE LENGTH 8U8 I BF8 RCIAUL- 3'-6' (421• PREW 1025 1024 1598 4'-0' (481 PRECAST 785 763 130.9 4'-6' ,(54I PREC75T 592 5" 1073 5'-4' (641 PRECAST 411 411 745 Y-10'(M PRECAST 340 339 615 6'-6' (781 PRECAST 507 721 490 7'-6' (W) PRECAST 424 634 363 9'-4' (1121 PRECAST 326-1 512 230 IY-e(Mj PRECAST 284 401 180 ll'-4'(136'PRECAST 260 452 154 12'-0* (1441 PRECAST 244 402 137 13'-4" (1607 PRECAST 217 324 110 1681 PRO= 205 293 100 l,V--e(176jPREMRf SSED N.R. 2$4 91 IV-e(1B4') PRESIRESSEO N.R. 250 83 17-4'(20E1 PRTSIItnED N.R. 194 64 19'-4"(Un PRESIRFSSTD N.R. 148 52 21'-4'(2%1 PRESTREW NR. 125 42 22'-0' (264-1 PRESTR00 NR 116 40 24'-0' (2218' PRESTRESSED N-R. 91 33 AA VP IIDI IVT I nanC F'nR R• PRECASTA PRESTRESSED U-BdTELS par-R a' SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH a7aR rt 4979-Sr mo-rr Ir ir'u-1T aM-IT OFa-V at12-21 ma-21 Gra-7r V24-m WA--V ais-xr 3'-0' (4L' PRPGAtiT mm 2 135 4394 52O GM7MI Im 2a55 1 M24 1 43M 52E3 a132 70DI 4'-0' (48 PRECAST rM 23os 30p 331E ami saN9 13W 23m 3010 3315 an mn wn 4'-6' (54') PREcAsr I2W 2Dm 27D7 M75 490 4711 MA 12D7 2010 2707 aM 4043 4711 a379 6,, (' PkfCASf 1019 171 2271 2=1 20 9 45n Imo 1716 227E U38 329 M 4522 5'-10'(701 PRECAST am W 2593 3m7 4t33 a29 tea/ 2593 3107 to e-6' (781 PRECAST a i4D? 1 233 3251 37 133 407 RO 2 2790 X51 3712 7'-8' (90 PRECAST. 771 t IMP2975 24 2Ea 372D III 7224 1124 2=M5 24a UV 37a 9'-4' (1121 PRECAST as! M IQ$ 1474 215 2 25m m1 an 131E 19a1 19n 2919 10-6'(126') PRECAST 5m B75 ma 11e5 141t r739 201itm 030 E95 I)EO 1472 17E3 2053 2349 11'-4'(136' PRTC/Sf 474 5W 1W7 fII I313 1753 491 am On 1943 a15 2la7 1Y-0' 144q PRECAST 47e 455 774 ale It 1363 15M 470 go 94D 13a2 ISw 161 2075 13'' 160 P1tECAST7 la No 5V lea 964 110 1323 rd 421 • 400 7mm ml wit mis I tau 14'-r(1661 PRECAST M4 0 Ma ON 50 id 724 4W ml 1054 Mcgl 410 4a 717 bg Mool ISSn INZA IM7114 14-W(I761 PRMrRESSED a W0 0/3 ne Iul 245 39s 8e3 1 910 DOI IMA 151a i7maq 15'-4'(184y PRESiRE55ED 2a4 313 4ae SV 7W 911 1054amn 341 alE 9oe oA ivu.4 i4gonA i6orml 17'-4'(2061 PRESMZSEO tm 10L 3m 4aS i9e It W 1271 19'-4'(2321 PFZ79M In 23 Na m 447 iol Wmi 647 ad 747 10 2e3 429 n 623 A IW4 109aai12n Ed 21'-4'(25 FRESIRISSED 142 01 3W 1D 59 65 fW Al m m7 nl 9m lose 2r-U• (2641 PESTRESMED 137 107 M.". 3n to 548 SM at 137 71] 513 1n DOS n7 24'-O'(2887 PRESTRESSED 124 I O 342 li 492 eel at 124 ffi 4- td IN aA 1) THE N'JW S 94 PAREHDm ARE PI]MM RORMONS FOR t01 X 40 FIELD ADDED RFBAR SEE 0ETMM HIRE NO. 4 ON SHEET 3 OF 3 SEE GENERAL NON N0. 15 ON S11EE7 3 OF 3. 7srDnucrPRooUcrtisVISFD W)' ApR' yladd4" u Complying tvrlb ft Flodda wdhv Co'% 'y m°0 Coto ksCptmCoDadu1gCJe4-1.)1-o Z2i•/$' too p J7 0 pole r--To.0 By n Du. L T,c 6y M r, V,,((•' Camrol uraS1 un7ra - SWF_rt S OF 3 R All Tm iJr M3IrZll I+'pWqxTHESIS ARE PERaK HOLIGIIW45 Wlt GBAUt 4U CBMkL WE No. 4 ON SHEET 3 OF 3. r; PRMUCTA8V1C0D vtatmoatout9 CCMUPAWM6324CH579 d\+: SEFFNHR R. 63694 4+ F1-PEUC.N0.44756 RETE 8" LINTEL FABRICATION DETAILS am m am rum IE - UL M 4m1 1 mm wr m a011t mm m mw rmak ra - Ea. '0. It7St opl9Wr rag s9[II : Of 7 0 SAFE GRAVITY LOADS FOR B" PRECASTwT 2" RECESS WOR U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 6RU6 M-W BFI m1Fl 651K MAD - t THS BF10- eMN-I t10r6-•1 W22-1 WFA-le ID6}a 4'-4• (52' PRECAST 16T5 1741 3355 3760 430 U21 4 3 75W IWI 5699 5200 6d79 60W 999 10193 4'-0• PREDW7 1494 1505 3013 2992 3900 4946 924 ISM 1751 309 SM 0031 a= 4470 IOW 5'-8' (86' PRECAST 865 92) 17M 1711 2277 2639 34 3960 1117 2451 4507 Will W 7117 Sall 5'-1D"(70' PRECAST 610 e9 IM 100 2M 2549 3174 3N0 tl13 2342 4142 9631 IOZW 6700 6 -8' { feRELkST 797 tot id13 3120 5OU 7747 9445 736D 901 I525 3120 6946 7915 RM 1 r-6' (00•) PRECAST us 73.5 14W 2459 3771 ML. 7= am 735 1490 2459 3775 6743 1 9 0• (116' PRECAST 411 M 150 2153 3I29 4031 3145 626 BW lua 2253 3122 060 W31 SAFE LATERAL LOAM FOR A• SmPn6Ar.d9" RFI:FAA nnnR trd nJrm A SA PLFAD LENGTH TYPE 8RU8 8RF6 R bMU 4'-44 (52' PREG151' 75B 757 1164 4'-6' (54' PRECAST 694 693 1073 51-V (6n MAST 408 407 665 5'-10'(701 PRECAST 382 381 616 6'-8' (an P1E= 595 788 464 r-6• (90") P=ST 509 674 363 9'-8' (I I6') FRE)LST 370 1 490 214 SAFE UPLIFT LOADS FOR 8" PRECASTwT 2" RECESS DOOR U-LINTELS AVAAS"dvvAIII N SAFE LOAD -POUNDS PER L)NEARFOOT TYPE LENGTH i7 lo-t IAIRaI le-t t 6Rt2F W30-11 m4- x amo- mm-v 45F16 6ID22- mm-17 NWM- 4'- 4' PRET415T SOS 190 2352 3050 3761 4445 0140 905 1W6 2362 3MG MI 4445 514D 4'- 6" (5{•) PRECAST 7 IW4 2272 29M 3601 4275 4943 007 IW4 2m 21139 3t977 42" 4143 S-" ( an PRECAST 6m 12M 7717 1326 2M 3312 3311 675 12M 1797 7325 2654 33U 3911 V- 70•(7n PRE= 05 1207m 1748m.7269 A 2773 3766 ai 2N9 9S3 IM 1746 2M VIJ 396 272D 0 - 8' (EO') PREt AST sm 929 1 I900 a 2619 3320 SA 10W ISO 190 24S 2VO M29 7'•- 0' (90') PRECAST 506 742 Im 170 2109 2647 2066 fife m 1344 r795 2169 2W 2166 9'- r (1In PREHA% us 440 114 I= M 1 215D an 619 ion Ian rMI 2010 2MI THE NUMBERS N PARD4E M ARE PERMU REDUCTIONS FOR GRADE 41) 4 SEE GENFK NOTE 18 (f) THE NUMBERS N PARFMHT3L5 ARE PER W RFDUCM FOR GLADE 4D FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 1u. r FIELD ADDED REHAB SEE OE]iE R NOTE NO. 4 Callum 1) 12) r erRdul rrda a °ip ad a m Ib. ens t. m.da. TYPE DESIGNATION F - 1>LLW 0>ID O901A / V . 190D1ED a th - 9t0°°mau) n. nrd ..:e. a Cot4b IaW9r4 4abSl {.11tj (41. 410Qt s>m b.. E!!@ $F12 F1 @ OAAIIR 7 s Ip3 a t•. o 96[Uy, uoro.:m ".t . ., ,ry16741 f D1 . iQM .(I. d.4 . Im,4 I Dr 0 • AT6f G 1 I Ilii6 6..6old ter U ie acSb.(l.gatmG dN elo1 ysL°a }: •aV u A ohOY.44 979 b. 4eb49m 8 F16 -1 B /I T Aral Q7D rm N u 9 AppOd va10d YM ,yr9.L Yd "Iwl j I i Z) N W. tW r.1d en mttea. 4 b3 peed .eyRq, s.f.vr b 141. wadi MI t IA .: WIut4 lmiNJ J `'aw®'t ar 5 Fr is /2 ! r].e d OPl 1U4.. t44 mp1 ib) w c4ptf. 9ntd I l...1 m.a m r. rr 6ea .a rer bJpt9 ,em Im"Am Im,Dt u 1 1 t ..u9 wW Iheh 14 Fu CM 4Cm. of room 10. aI. Id Imn m d bn.A kWO Anti Is MR u r7 3) K.U. all .m 4r bed w Is.. )4I.h 17) W. I4ra .. mJuuv d 46a4W bdx :: r un D) RIM 4) n. W.W'r:'..JAU lm a (acmt'at to p• 1LO 0W aWIII) Sol. lok. wbmrdrQ. A nL y. edaidep.. 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(z) fs REDM » 43.1• 0 44 r m obi+_ dp49t/ha FI. m. 12' OR40 6r OR60 Aa^dt' I•7.m QQ 1 Aa•ePanntb7 D7 1T p •, yQQ MIG PARRND a tm omo !6 C tYR' .,a IRMF wp . FLJS564 ' OF LnD CAST—CRETE 8' LINTEL FABRICATION DETAILS 7TY ^4'" • '1 HL N96. MM341 1 t= p! (L9 1t. rk - IID.1m 44W Y.ilfl Ipr TJ sr3t[ f' 0i0D 0307b 1 m00®m c" rAtSO, M - M. M 447u moo is r01 S9mrr 3 07 3 r CITY OF SANFOR BUILDING & FIRE PREVENTIO PERMIT APPLICATIO Application No: Documented Construction Value: S 18- _7iz. 0 Job Address: Z` 113 lO a Y-W r Historic District: Yes No a Parcel ID: Residential B Commercial Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan view Con ct Pho r \) Name',--J Street: City, State Zip: Person: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name 2 IQ -e-L L 4 P( t- b ( ern Phone: --L-+- 2-q 3 - 3E:5-4 Street: 97101 Fax: L(0-4-- 2 -to ' L 14 C City, State Zip: G%r(c-cncio, State License No.: 0)-u Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: F I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: V Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application or NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wal 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 requit in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit) The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name r6'<<l Signawre tary-State of Florida Date py+ i •• PAT SUM r MY COA4ASSit)1V a FF 720904 Si EXfiAES: August 25, 2010 SSte'? ...... Bonded Rw NotM Public Undambm . Confraacto gen is ersoiially'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: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: of Plumbing - # of Fixtures Flood Zone: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Valdco, FL 33594 / .. Orlando, FL 32824 www.RJKielty.com FL 610-1Judson, 34669 407-855-2536 i State License 9 OF-CO20 34227-863-5486 813-661-0707 R..I KiELTY Page: 10 1 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Doposal No: 717-13528 prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greemvood Blvd. Suite 124 Model: Voyager - 1826 Lake Mary FL 32746 No Propose hereby to fumish material and labor - complete In accordance with specifications below for the Sum of: $6,850.00 payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days VI materials guaranteed to be as specified. All work mpleted in a workman like manner according to standard practices. Any alteration or devlatio orders. and will become an extra charge over and above the estimate. A liromspecificationsbelowInvolvingextrastswillbeaxeledonlyuponwritten agreements contingent upon strikecidents or del s r control. Ownor to c fire, tornado, and other necessary insurance. Our workers are overed by workers compens ti6n inr suran C,Sfully THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 D YS. AUTHORIZEDSIGNAWe hereby submit speciti an&l timates for: Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell21.912 1.28 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 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-912 1.2B White Elongated t Lav Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome i Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfiliing Included For Sewer & Water Only (Slab Backni Ung By Others) Backflmr: Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot MY Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The aboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made s outlinedabove. I agree to pay reasonable attomeyys fees court costs in the event of legal action. A monthly service charge of 1 112%will be added after 0 days. Any sevier laps deeper than 4 112 feel or requires backlme or dovratedng will be an extra charge. SIGNED>,_ w( t L_xJ. DATE OF ACCEPTANCE a PAGE 2: Branch: Hudson Last Edit By: Last Edit Date: 7Y2'112017 CITY OF Ski4FORD FIRE DEPARTPAENT Building & Fire Prevention Division PERMIT APPLICATION Application No: i ? — P7 o Documented Construction Value: $ 4768.00 Job Address: 2413 Waxwing Way Historic District: Yes NoF Parcel ID: 17-20-31-502-0000-1670 Residential Commercial Type of Work: Newt Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC New construction equipment with duct work. Plan Review Contact Person: Connie Kulp Phone: 407-886-3729 Fax: 407-781-1654 Name Starlight Homes / AWH Title: Exec Admin Email: connie@energyair.com Property Owner Information Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-781-1654 City, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Sign a of Contractor/Agent Dat Print Owncr/Agent's Name Prm ontractor Agent's Name s IFt Signature of Notary -State of Florida Date SMofte of FI S ate Public State of FloridaieLeeKulpommissionGG145696s 1012012021Owner/Agent is Personally Known to Me or Ct is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application WORK ORDER Job #: 34676 145969 Date: 1 /26/2018 Subdivision I Phase I Bld I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve I I 167 2413 Waxwin WaADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 32773 1826 Vo a erModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base :• AHU Location' fPermitInformation: Efficienc 14.00 SEER / 8.2 HSPF Efficiency A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat. Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficiency EAI Pulls Permit: Yes Zoning Brand: Hone wel:/Johnstone Vent. Damper Y8150A1017 Qty 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X jDryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.76 22.18 Rou hin 2,349.00 26.18 392.7004-Installation Labor 06-Piping Labor 6.63 112.63 Trim 2,349.00 14-Kitchen Vent Trim 1,239.9202-Material/Tax 1,339.77 Permit 70.0001 -Equipment/Tax 09-Permit/Other 80.00 1.39 17.46011-Delivery Labor 20-Pull Material Labor 2.77 34.93 Total Contract: 4,768.00 2.50 42.5012-Startup Labor t Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 CITY OF rS ANFOIN." Building & Fire Prevention Division PERMIT APPLICATION Application No: 45000 Documented Construction Value: $ ' Job Address: 2413 Waxwing Way Historic District: YesMNo Parcel lD: 17-20-31-502-0000-1670 Residential Commercials Type of Work: New I Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fax: Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 city, state zip: Lake Mary, FL 32746 Title: Director Email. brandon.gibbs@reedcm.com Phone: 407-708-0163 Resident of property? : No Contractor Information Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RST INSPECTION. IF YOU INTEND TO OBTAIN RE ANCICIING CONSULT WITH OUR LENDER OR AN ATTOEDANDPOSTEDONTHEJOBSITEBEFORETHEIRNEYBEFORERECORDINGYOURNOTICEOF FIN COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawssigns, conpools, ction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, g , furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code Permit Application Revised: January 1, 2018 i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. it subrnittal. A copy of e executed ntract is The City of Sanford requires payment of a planes lltew fee at be considered the estime time of ated construction value of the job at theotime of submittal in order to calculate a plan review charge and ICC Valuation The actual construction value will be figures bilaed on the ed harges current figurd off the executed Table in effect exceed them cthe construction valut is issued, e accordance with local ordinance. Should c creditwillbeappliedtoyourpermitfeeswhenthe permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing onf u bononis and consa and that all work will be done in compliance with all applicable laws regulating zoning - Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida . Date Signature of Contractor/Agent b c.ncaon IbbS Print Contractor/Agent's Name x N Signature of No of Florida nto N Owner/ Agent is Personally Know n to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Electrical Mechanical Plumbing[]Gas[]Roof Permits Required: Building Flood Zone: Construction Type: Occupancy Use: 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: January 1, 2018 Perrnit Application Building & Fire Prevention Division PERMIT APPLICATION Application No: 000 Documented Construction Value: $ 45,000 Job Address: 2413 Waxwing Way Historic District: Yes Nogl Parcel ID: 17-20-31-502-0000-1670 Residential Commercial Type of Work: New 1 Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director 407-630-0119 Email. brandon.gibbs@reedcm.com Phone: Fax• Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No city, state zip: Lake Mary, FL 32746 , Contractor Information ' S q 0 N Name Brandon Gibbs Phone: 407-630-0119 146 West Plant Street, Ste. 240 Fax: Street: EC 13008106 City, State Zip: Winter Garden, FL 34787 State License No.: Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: Fax: E-mail: Mortgage Lender: n/a Address: T MAY RESULT IN UR WARNING TOE FOR TO YOUR PROPERTY. TO RECORD A NOTICE OA NOTICE COMMMENCEMENT MUSTBE PAYINGRECORDED TWICECOR FIRST INSPECTION. IF YOU END TO OBTAIN NANCING CONSULT WITH YOUROLENDER OR AN THE BEFORE RECORDING YOUR NOTICE OF FINANCING, 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Permit Application Revised: lanusry 1, 2018 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable'to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 contract is requiredexecuted The City of Sanford requires payment of planew fee atconsidered the estime of ated construction value of the job at the tiof meis issued, submittal. in order to calculate a plan review gin effect at the The actual construction value will be figures cbilated charges figured off the executeded onthecurrentICCValuationlccontraexceedtheactuale the construction value, accordance with local ordinance. Should creditwillbeappliedtoyourpermitfeeswhenthe permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing n moonon is and accurzoninate and that all work will be done in compliance with all applicable laws regulating co Signature of owner/Agent Date Print Owner/Agent's Name Sigoature of Notnry- State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID g . I. C s 1 ' tt ateontractor Agento. rrc orl ebbsMs Print Contractor/Agent's Name a. 4Signammo of Florida a1e ti P N Contractor/ Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Occupancy Use: Type: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COAV4ENTS: Gas[] Roof Flood Zone: -- of Stories:_ Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application f CITY OF SkNFORD Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 2419 Waxwing Way Historic District: Yesl:]No 0 Parcel ID: 17-20-31-502-0000-1660 Residential z Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fax: Name Street: Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Street: Phone: 407-708-0163 Resident of property? : No Contractor Information 146 West Plant Street, Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 6"Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. the owner of the property of the requirements of Florida Lien Law, FS 713. Acceptance of permit is verification that I will notify e executed The City of Sanford requires payment of a plan ill be cfonsidered the estimat the time of ated construction value mit submittal. A copy oof the job at he contract time of submittal in order to calculate a plan review charge and will be Theactualconstructionvaluewillbefiguredbasedonthe current ICC Valuation Table in effect at he time the permit is issued, in accordancewithlocalordinance. Should calculated charges figured off he executed contract exceed the actual construction value, credit will be, applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent atc 4a o lc, rrcautl C- $ Print Contractor/Agent's Name 3 9' N SignatureofNo ofFlorida ate"" Contractor/ Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing[] Occupancy Use: New Construction: Electric - # of Amp Fire Sprinkler Permit: Yes No ' APPROVALS: ZONING: ENGINEERING: COA/ WNTS: Gas Roof Flood Zone: Min. Occupancy Load: # of Stories: s Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application Revised: January 1, 2019 3 This certificate is presented to Dave Reve/le for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines U()[poBuul ld Home Services RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services MopT` A OITArip7, 04/05/2019 Certification Expires SITE ID: 394884 LOT:' ACCOUNTrt 909STAFL 2009 CLIMATE ZONE: f: SEMINOLE 10/182017 PROGRAM: HERS1100% TESTER: EFL IECC: TEST: BLOWER DOOR RESULT: PASS TESTER: Davit Revalle DATE: 10232018 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (tully gasketed and Insulated x 5.2 Attic tiro own Stair (fully ga3keted and Insulated x 5 4 Recessed Lighting Fbdurea (ICAT labeled and seated to drywall) x 5.5 ole-house Fen Insulated ga3keted to the opening x 7.3 Fresh air ventilation Installed per programspecs x 71 Blower Door BD Tr M BD Actual Room Prasuea Tut BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL SO, N 0' WA 15,677 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Shell CODE oI Shea 0 11,829 7 1,124 14.3 Meier It Met Bdrm 0 Bdrm 2 0 Bdnn 3 0 Bdmt 5 0 Rm 1Eo, Rm3 0 Other Bdnn 4 0 Rm2 0 CO Drabxbn Energy Star Qualified 9 Efficient LightIng Packsp? x 80 or> Of HarOwlrad Lights Must Be CFL Or LED x Low Flow Faucets, Tollals ed.? x Programmalft Thermostat? x Co. It d Green Program Lavel Requires Visual Inspection stem Item Location Menufacl rer Name Model Al Model 82 Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP 01111 nlNn Q0OCIQ1CATfnMQ BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT p OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA I PRUBRAMMARLt IHtRMUS IATS (PRIFI I I YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Ht : 4.3 G : 4.3 ACH 50 Pascale FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL p REM NA NA VENTILATION FLOW REQUIRED REM NA NA ggVENTILATIONEQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME-HRS/DAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFUS PRIF INTERIOR % LED'S PRIF INTERIOR % PIN -BASED PRIF EXTERIOR FIXTURES % OF CFUS PRIF EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % OF CFUS PRIF GARAGE FIXTURES % OF LED'S PRIF DISHWASHER PRI REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRI SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dan Rmld DATE: 10232018 -71 TOTAL CONDITIONED FLOOR AREA 0 1,826 CFA SQ FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE %TARGET 0.00% 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1,826 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 148 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 49 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Inflnity% 2.68% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NeN% 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SQ FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF v. r.—. rrr... r 1_1— Ivr ------r--- 1— -, ry--r--- SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE U p SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGEMimi SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (%OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL r_ ceorinrnnnue BUILDINGEHARAC;TERIS,TIC9 A3DESIGN-VALUES ASBUILT-VALUES C.OMMMEP DUCT LEAKAGE TO OUTSIDE REM r*•r.•er NAw?i :' ..-` Mify -, •`'1 :.' 02 r., i'J1jJP9 ..z.w 12 -7, CFk5wl CFA • ' 21 ' TOTAL DUCT LEAKAGE REM Ws r 7 1;1i+s 1-.:.:, 0.12,CF:M25,/.CFA .• FLOW RING PRIF 0— TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder: Starlight Homes Subdivision: Wyndham Preserve roperty Owner: Total Conditioned Floor Area: 1,826 ft 2 ermit Date/No.: Conditioned Volume: 15,677 ft 3 ECC Version: 2009 property Address: 2413 Waxwing Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 10/232018 Measured Air Leakage: 1124 CFM @50Pa Result: PASS Air Infiltration: 4.3 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Dud Blaster Test 10232018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Targets 12.00% Phase Post Construction CFA: 1,826 ft2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target s N/A Phase N/A N/A Digitally signed by Dave Revelle Rater Of Record: Date, 2018.10.23 16.10:48 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, RESNET #: 4311088 10/23/2018 W EMAILADDRESS=dave.revelle @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. 00RTQAQ4T Sincerely, `O?' ~OG Dave Revelle da Cell: (386) 681-7452 Ze \ 9t dave.revelle@topbuild.com ic 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 No. 998-089 This form was generated bom EFL Pro/ed Manager, property of TopBu0d Home Services, Inc C' OITATtON Pbd , c, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2413 Waxwing Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2413 Waxwing Wy (Lot 167) Jurisdiction: Cond. Floor Area: 1826 Cond. Volume: 15677 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n. R: Sinnlp nr Multi Pnint Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1124 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1124 E LA: 62 EgLA- 146 ACH: 4.3 SLA: .03 ACH(50) ' : 4.3 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.10.23 16:11:11 EDT hid"I Home Se Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 10/23/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10252017 394864EFL Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2413 Waxwing Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction n, in I PakanP TPst Rpsults CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 49 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud Sum lines 1-4 49 System Leakage Divide by 1826 Total Conditioned Floor Ana) 0.0268 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2 Digitally siggned by Dave Revelle Date: 201110.23 18:11:08 EDT CN=Dave Revelle, O=TopBuild Rater Of Record: F RTe Services, OU. t7cBeRE9s-ea.e e.e++e Printed Name: u' ave ReViiibuild com, C=uS RESNET #: 4311088 Date: 10/23/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: D,"O'E STgT a. v V 0 WIE Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 394864EFL Standard Disclosure Fdr home located at Lot 167 2413 Waxwing Wy, Sanford, FL 32771 City: Sanford 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. State: F L 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3.1-1 The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer is in the Rater Rater Rater Rater Rater Rater Rater business of: Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_lndustry_National HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name / Raters Signature RESNET #: 4311088 Certification # October 23, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 1 41%CC 'M4 A A...6:4—.. l Cam...,.... /"............ s:.... O..Id . l I........ 1 GAQQACCI